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E430Volume 2
Liao River Basin Project (LRBP)
Environmental AssessmentSummary Report
January 2001
MONTGOMERY WATSONV L UlfCRPOUA
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a Montgomery Watson/LUCRPO
Liao River Basin Project quality required by its functional uses by 2005 and toachieve the sustainable utilization of water resources based
Environmental Assessment on their functions by 2010.
To meet these goals, the Plan calls for reduction of chemical
oxygen demand (COD) discharge by 600,000 tons by 2000,
SUMMARY REPORT 140,000 tons by 2005 and additional 90,000 tons by 2010,making the total COD reduction of 830,000 tons over the 10-
1. INTRODUCTION year period. This would require the construction of 55municipal wastewater treatments in the LRB (24 in Liaoning
The Project consists of four wastewater treatment plants, province), as well as 225 industrial pollution source control
industrial pollution control projects at two paper mills, urban projects (118 in Liaoning province).
upgrading, institutional strengthening and several non-
physical components related to environmental management. With the funding support of the European LUnion (EU),
The wastewater plants are located in Shenyang (the Liaoning province launched the Liaoning Integrated
provinicial capital), Jinzhou, Panjin and Yingkou. The paper Environmental Program (LIEP) in 1999. This is a
mills are near Yingkou and Jinzhou. All except Jinzhou are comprehensive planning project to evaluate environmental
located within the Liao River Basin (LRB), as shown in factors and develop strategies to redress the balance between
Figure 1. the various demands for water in the LRB catchment and for
sustainable environmental management in LiaoningThe LRB, with a total catchment area of 220,000 kM2, has province. The LIEP has identified 15 municipal treatment
four major rivers, the Liao, Hun, Taizi, and Daliao. One third plants in the basin as priority investments.
of the Liao River catchment and the entire Hun-Taizi-Daliao
network lie within Liaoning province, population 42 million The four municipal wastewater treatment plants, to be built
people. The rivers drain through 11 industrial and population in LRBP are top of the lists of 15 priority municipal
centers and rich agriculture areas in the province before treatment plants identified by the LIEP, and together with the
discharging into the Bohai Sea. two paper mill pollution control projects, are part of the Plan
of the State Council. As such, these treatment plants are aIn 1997, the State Council of the Chinese central government pivotal part of the effort to meet the State and provincial
announced "Decisions On Issues of Environmental goals for pollution control and sustainable water resources
Protection" (the Decisions), which has since become a management.
primary guide for the country's environmental protection
and pollution control effort. One of the important initiatives An Environment Assessment (EA) was conducted for each
under the State Council's Decisions is the "Three Lakes and physical component. A project wide environmental impact
Three Rivers" pollution control program, referring to the six assessment (EIA) report and environmental management
landmark and most sensitive water bodies and river basins in plan (EMP), collectively known as the EA documentation,
China. The Liao is one of the three rivers and the LRBP is has been compiled by the Liaoning Provincial
thus one of the highest priority pollution control programs in Environmental Research Institute, with the assistance from
the country. the project DRA consultant, Montgomery Watson. This
document is a summary of the EA documentation.The State Council approved in 1998 the Ninth Five-Year
Plan and 2010 Program for Liao River Basin Pollution
Control and Prevention (the Plan). The Plan sets a goal to
eliminate below-Category V water quality from all LRB
surface water bodies by the end of 2000, to recover the water
ei Montgomery Watson/I,UCRPO
Figure 1: Map of Liaoning Province
_ iai C,', 1CC 3;' N
'>' .. _; LEGEND
T'ew- Id 0CRe.
. 'hong PegCi o Jilim Provino C. CIR ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~!iLOPBPCCC
LIAO RIVER BASIN,> RGu < 24i 1 9 -' l LPROJECT (LRBP)
LIAONING PROVINCEPR CHINA
Localion of Project Ciiies
ASS W:~~~~LURP
DPR Ci Noith KC0 - tCNSiWi-V 5T
0 20 40 60 oIGUmetres
FIGURE2.I
2
Montgomery Watson/LUCRPO
2. SURFACE WATER STANDARDS Project, with design provision for the more stringent
The most important assessment criteria and environmental ammonia-nitrogen criteria in future stages,
target standards are the surface water quality classification of
Environmental Quality Standard for Surface Water, GHZB I -
1999. According to this standard, surface water quality has Other environmental discharge/emnission and ambient
been divided into five categories depending on their environmental quality standards applied in the EA include:
functional uses. These categories and key parameters within * Ambient Air Quality Standards, GB3095-1996;
the standard are as follows: * Environmental Noise Standards for Urban Areas,GB3096-93;
Table 2.1 Surface Water Quality Classification * Standards for Noise at Boundaries of Constrmction Sites.GB 12523-90; and
Category Description Key parameters (mg/f, except * Standards for Wastewater Discharge and Air Ermissions_ _ _ pH)
COO NO3-N pH in Liaoning Province, DB21-60-89.Applicabl to sources of <15 0.5 6.5-8.5
watcr bodies and 3. EA COVERAGEinational niature reserves
Applicable to Class A is 0.5 6.5-8.5 According to the project TOR, the EA covers the followingwater resource protecti(on areas:for drinking watcr or
precious fish * Shenyang section of Hun river;
Applicable to Class B 21 0.5 6.5-8.5 * Panjin section of Liao river;water resource and * Jinzhou section of Xiaoling river;general fishing or * Yingkou section of Daliao river and estuaries;swimming9
VGeneral industrial wate* 30 1.0 6.5-8.5 Immediately adjacent areas surrounding the wastewatersupply or secondary interceptors, pumping stations and treatment plant sites;recLeational use and
v Agricultural water 4!) 1.5 6-9 * Impacts to the LRB and to the Bohai Sea by the project.resource or general
amenity purposes4. CURRENT SITUATION
There are two existing wastewater discharge standards Available water resources in the Liao Basin are limited.
applicable in Liaoning province for discharge into surface Average water resources in the Liao catchment are 20% ofwater bodies: ~ ~ ~ ~ ~ ~ Aeag aerrsure i h La athen r 2%o
water bodies: the national average. Water resources available for* The national Comprehensive Wastewater Discharge agriculture are 12% of the national average. River flows in
Standards for discharge into Category IV and Category the LRB vary dramatically in different months and seasons.
V water bodies (GB8978.96); and In a typical year, July and August flows amount to 60% of
* The more stringent discharge standards adopted by the annual flow whilst the flow in the driest month
Liaoning Environmental Protection Bureau for the (February) amounts only to 0. 1 % of the yearly total. In many
province. rivers in Liaoning province, the dry season flow is mainly
wastewater discharged from various industrial and municipalThe most important difference between these two standards sources.
are COD (120 mg/e for the national standards versus 100
mg/' for provincial standards) and ammonia-nitrogen (25 Water resources in Liaoning province are seriously over-
mg/e for the national standards versus 15 mg/f for the utilized. While over 81% of surface water resources and 43%
provincial standards). LRBP will adopt the more stringent of groundwater resources are utilized, water supply still
Provincial COD standard as the design criteria for the cannot meet the demand. At the present, annual water supply
is about 7.8 billion m3 while the demand is 8.3 billion in3 .
3
ff) -Montgomery Watson/LUCRPO
leaving a 500 million m3 water supply deficit each year in exclusively, on shallow water wells as their primary
the province. With the provincial priority set for the key state drinking water sources;
industries, agriculture and municipal water supplies are often * Contamination of farm land and crops, as farmers in the
sacrificed. The continued excessive exploitation of water LRB may have little choice but to use water with quality
resources has caused significantly lowered groundwater exceeding irrigation water standards; and
tables over a reported area of 389 square kilometers. * Adverse impacts on water quality and fisheries
resources in the Bohai Sea, to which LRB rivers
The Liaoning province is one of the most concentrated urban discharge; and
and industrial areas in China. There is however only one * Adverse impacts on wetlands at the estuary.
operating municipal wastewater treatment plant and limited
industrial wastewater treatment capacity. In the meantime, The urgency for immediate improvement in the LRB
wastewater from point sources in Liaoning province is environment is apparent. Not only has the province missed
expected to reach a total 2.1 billion m3 containing over its year 2000 surface water quality and COD reduction goals,
643,000 tons of COD in the year 2000. Of this amount, the water quality in the LRB rivers is worsening. The LRBP
approximately 70% of the wastewater and COD are from will start to reverse the trend of water quality deterioration
industrial sources and 30% from municipal sources. With the and is an important first step in achieving the state and
current lack of wastewater management infrastructure, most provincial environmental goals.
of the wastewater is discharged to surface water bodies
without treatment. Besides COD, other main contaminants 5. PROJECT DESCRIPTION
discharged include BOD, ammonia-nitrogen, oil & grease, Major components of the LRBP are summarized in Table 5.1
and suspended solids.and plans showing the project conmponents in each of the
project cities are included in this Sumnmary:The lack of proper water resources management in the LRB,
particularly the lack of provision of treatment facilities for* ~~~~~~~~~~~~~~~Table 5.1 Liao River Basin Project Components
wastewater from various sources, compounded with the lack
of dilution and assimtlative capacity in LRB rivers, has Components Description Scope of Service
resulted in severe pollution of surface water in Liaoning Shenyang * 5 km interceptor pipeline * 44 industrialprovince. Standard WaeWastewater * 4 ncw and 4 upgraded discharges
province. Standard Water quality in LRB rivers is reportedly puumping stations * 75 km2urban area
the worst among the seven largest river basins in China. * 40 km sewerage collection * 1.2 millionpipeline population
* a 400,000 Vd wastewater
The severe pollution of LRB has had the following treatment plantPanjin * 15km interceptor pipeline * 21 industrial
consequences: Wastewater * 2 new and 4 upgraded discharges
* Loss of beneficial use of LRB rivers, including pumping stations * 40 km2 urban areat, r* a 100,000 t/d wastewater * 230,000 population
industrial and municipal water supply sources (urban treatment plant
and rural), aquaculture, irrigation, and groundwater lJinthou * 10 km interceptor pipeline * 30 industrialWastewater * a 100,000 t/d wastewater discharges
recharge; treatment plant * 51 km2
urban area
* Extinction of fish andI other water borne species in most . 528,000 populatiosYingkou * 17.5 km interceptor * 16 industrial
rivers within the province and destructive effects to the Wastewater pipeline discharges* 2 pump stations * 22 km
2urban area
aquatic ecosystem; * sewerage system * 453,043) population
* Pollution of shallow groundwater layers in the short extensions* a 100,000 Vd wastewater
term and deep groundwater aquifers over the long term; treatment plantewater
* Health risk of drinking water supply especially for rural Jincheng * process relovatioii for * I industrialPaper Mill elimination ot mercury disctarge
residents who rely heavily and, in many cases containing process
4
Montgomery Watson/LUCRPO
Components Description Scope of Service Compost may also be used in the landfill as covering
Yingkou * 3000 I/d red liquor * Industrial material. Considering the large quantity of compost to bePaper Mill treatment and rec(overy discharge produced and seasonal fluctuation in demand for such a
* 60,000 rid white liquor andeffluent treatment plant product, a large storage area is reserved at the same site to
Shenyang * linperial Palace renovation control the demand variation and provide for curing of theUrban * Beiling and DonglingUpgrading Parks Preservation compost. Studies are also planned to be undertaken on heavyNon-physical * Urhan rintnagemento metal content and suitability of sludge for agricultural use.Components geographical information
systemrs* Environmental water Figure 2: Proposed Shenyang wastewater treatment
quality monitoring plant site* Environmenital revolving
fund* Strategic studies* Institutional strengthening
and training* Coinstruction moanagemen_ti
and supervision
The municipal wastewater treatment plants have a uniform ' ,- ._
design with some minor variations corresponding to the
characteristics of influents and other conditions in each FJJI 1 it project city. The uniform design compress screening and grit
removal followed by a conventional activated sludge system
and secondary clarification. The sludge produced will be
thickened by belt thickener. Thickened sludge will then be
chemically conditioned and finally dewatered by belt press Jinzhou - Jinzhou wastewater treatment plant will produce
to produce sludge cakes with approximately 20% dry solid. 80 t/d sludge. An agreement has been reached with the city
Final effluent will be discharged without disinfection. In the whereby dewatered sludge will be disposed of at the city's
case of Shenyang. the sludge will in addition be digested sanitary landfill 12 km from the plant.
anaerobically. Panjin - Panjin wastewater treatment plant will produce 80
t/d sludge. The city plan to use windrow technology forDisposal of sludge generated from the wastewater treatment composting the sludge at a site approximately I kmn from the
plants represents a key component of the project. The sludge plant. Panjin has a large area of saline, sterile land and the
management plans for each city are as follows: compost can be used as a soil conditioner for land
Shenyang - Phase 1 of the Shenyang wastewater treatment improvement and reclamation. Panjin has included the cost
plant will produce up to 400 t/d sludge requiring disposal. of sludge composting into operating cost estimates and plan
The city plans to convert its municipal solid waste site at to provide the compost product free of charge to local
Laohuchong, approximately 32 km from the wastewater farmers and other landowners in the region.
treatment plant, into a sanitary landfill but it will only have Figure 3: The wastewater treatment plant site of Panjin
500 tld capacity in its first phase. The city has agreed to
absorb 150 t/d municipal sludge during its first phase and
300 t/d sludge when the landfill capacity increases to 1500
t/d. Shenyang plans to compost 260 tld sludge using the
conventional windrow technology at a 10 ha. site near the
wastewater treatment plant. The compost will be used for l , 11landscape, forest land and other land application which do - - ' ,*
not involve consumable crops or enter into the food chain.
5
a Montgomery WatsonI,UCRPO
Figure 4: Pangxie Ditch which will receive effluent from Figure 6: Yingkou Paper Mill outfall
the wastewater treatment plant in Panjin_
Yingkou - Yingkou wastewater treatment plant will produce It is critical to the success of the LRBP that institutions and
80 tld sludge. An agreement has been reached with the city personnel responsible for implementing the proposed project
for disposal of dewatered sludge at the city's sanitary landfill are equipped with the management skills and technical
2 km from the plant. Over the long term, Yingkou will ability to implement the project. For this reason an extensive
introduce composting technology for sludge disposal, program of technical assistance (TA) has been recommended
provided that a sustainable market for the compost product in the Feasibility Study Report and will form the basis for
can be demonstrated. institutional strengthening for provincial and municipal
PMOs, Provincial EPB and the proposed wastewaterYingkou and Jincheng Paper Mills - The Yingkou paper P
mill wastewater treatment plant will generate 80 t/d companies.
industrial sludge, to be disposed of in the city's municipal
solid waste landfill. The Jincheng paper mill project will 6. ENVIRONMENTAL BASELINE
involve process renovation and will have no sludge. 6.1 GENERAL SETTtNG
The Liao River Basin is located in the Liao River Plain. The
Figure 5: Yingkou Paper Mill outfall general topography slopes from north to south and from east
to west towards the Bohai Sea. The elevation of inland cities
of Shenyang and Jinzhou is approximately 30-60 meters
Zb ., aabove sea level while that of coastal cities Panjin and
Yingkou is only 4-7 meters. Liaoning province has a rich
and complex geology. The Quaternary fluvio-lacustrine and
glacial sediments form the most important groundwater
aquifers in the LRB. They include gravels, sands and silts up
- ; , ;to 420 meters in thickness which are intercalated with clays
deposited during three marine transgressions.
6.2 CLIMATE CONDITIONS AND AIR QUALITY
The Liao River Basin is located in the temperate zone where
a monsoonal climate dominates. The climate is
characterized by distinct seasons and sharp temperature
change. Average annual precipitation varies between 350 to
1200 nm. Within a typical year, some 80% of total annual
6
a - Montgomery Watson/LUCRPO
precipitation occurs in the period from June to September. precipitation. The dry season typically occurs from
Table 6.2 summarizes the main climatic characteristics of the November to February each year. Many sections of IRB
project cities. rivers are completely dry or carry only wastewater
discharged from various municipal and industrial sources.
Table 6.2 Relevant Climate Indicators of Four Project The annual flows in LRB rivers can also change sharply
Cities from year to year. River discharges in a high flow year are
Parameter Shenyang Panjin Jinzhou Yingkou typically 2-3 times of that of a low flow year.Max.LMin. 39.3/-33.1 3(.2/-21.0 36.5/-30.0 28.51-14.5Tempe-atureAnnual 735 8(0 601 550-600 6.4 WATER DEMAND AND SUPPLYprecipitationl(mm) In a typical year, the total water utilization in the province isAnniual 65 66 60 65average 65 10.56 billion m3, mostly of which (over 60%) is forhuaidity3. agricultural applications followed by industrial (21%) andAnnual 3.3 4.3 4.3 4.3average wind municipal (16%) uses. Water supplies are mainly fromspeed (m/s) reservoirs rivers (pumped and gravity) and deep and shallowPrevailing SW (summerj SW (summer) SSW SW (summer) ,wind (summer) = groundwater aquifers. Figure 7 shows the Water UseFreeze period 151 146 (36 130 Structure in Liaoning Province.(d) A_ _ __ _
Soil freeze 1.2 1.13 1.18 1.18
[dep(h ~rm IFigure 7: Water Use Structure
All four proposed wastewater treatment plant sites are green Water use structure in Liaoning
field sites. There are no industrial operations or urban
activities near the sites. An air quality monitoring program
conducted from July to November 1999 confirmed the high Indra use
air quality of these sites except Shenyang. At the Shenyang l
site, monitored data on odor, NH3 and HŽS exceeded relevant Ag- Mnpa
standards by as much as 9 times (odor), because the site is 7Mufl,Cru%
near the Xi river which essentially conveys raw sewage. 5%Fr,esty, gra. n- and
2%
6.3 WATER RESOURCES AND HYDROLOGY _ I
The water resources of the LRB include rivers, reservoirs The most important water supply source is shallow water
and groundwater. In a medium drought year, the total water wells, which account for approximately half of the water
resource in surface streams in the LRB is 10.13 billion m3 . utilized. Although on a basin-wide basis, the estimated
including 2.38 billion m3 in Liao river and 2.85 billion m3 in groundwater recharge is higher than estimated groundwater
Tatizi river. The total amount of extractable groundwater is abstraction, in localized areas of the LRB over-extraction is
6.82 billion m3. There are a total of 904 reservoirs in the serious. In the Hun-Taizi river system where Shenyang is
LRB; 28 of which have a capacity larger than 100 million located, groundwater abstractions are over 120% of the
m3. The total designed capacity of the reservoirs in the LRB groundwater recharge in recent years.
is 6 billion m3.
Water demands have been based on per capita consumptionFlows in LRB rivers vary significantly with the season, with for domestic and unit indtustrial output water consumption
a pattern similar to that of annual precipitation. for industrial water demands. In general, except Shenyang
Approximately 50% of the annual flow occurs between July where per capita water consumption is already high and will
to September, when the area receives 80%7o of its annual remain steady, per capita water consumption is projected to
7
a) Montgomery Watson/ILUCRPO
increase slowly along with increase of the standard of living. For specific sections of the rivers to be used by the LRBP as
Unit industrial water consumption will decrease as efficiency receiving water bodies, existing water quality was monitored
improves, although total industrial water demand shows a in April 2000 (Shenyang. Jinzhou and Panjin) and
small increase as provincial industry expands. The projection September, 2000 (Yingkou). [Ihe result of this monitoring
for total water supply through municipal systems has also program, expressed as an average of multiple samples and
considered water recycling by industry, leakage and self summarized in Table 6.5, show extremely polluted surface
water supply capacities that many industrial operations water in most of these rivers, especially at and downstream
possess. The water demand projection is summarized in of the cities. Some had a water quality equivalent to raw
Table 6.4. sewage.
Table 6.4 Municipal Water Demand and SupplyProi ction Figure 8 River Water Quality
City Year Service Domestic Industrial Total
Population water water water 000 - -___i_vr_
(x 1000) demand demand demand
(x 1001 (x 1000 (x 106
i13
) m3 ) i
3) 400 - a
Shenyang 2000 3,075 1,070 750 1,667 'Cogo,
2010 3,080 1,183 1,121 2,200 X *c** **4,Y V 0
2025 3,090 1,217 1,153 2,278
JiUhou 2000 543 97.7 101 162.5 100
2010 550 101.7 108.6 0 o D 1 X 14.
2025 596 119.2 1(N8.9 185.5 000 0401 R x 64 000o
Panjin 2000 45(0 90 185.5 120.7
2010 550 121 182.7 151.7 Table 6.5 Surface Water Quality Near Project Cities2025 691 172.8 189.9 217.2 (average values, mg/L except pH)
YingkOU 20 463 62.5 173.9 195 7Yin 200 46 62. 1739 19.7 City Rivers Distance pH COD NO,-N Water2010 520 88.4 234.1 285.0 to Quality
proposed Category2025 571 102.3 302.4 389.0 WWTP
(km)
6.5 WATER QU ALITY Shenyaotg Xi 1 7.4 24() 40.5 Below V.QHun 90 7.9 64 15.6 Below V
Of a total river length of 516 km, 362km do not achieve Jinzhou Xiaoling 3, 7.0 5 0.1)06 I
Category V surface water standards. This is particularly so upstream
near urban centers where the water quality is among the Xiaoling 1 7.3 75 4.9 Below V
worst. With a few exceptions where water quality may reach Xiaoling 2 7.3 58 3.1 Below V
Category II, water quality in most tributaries of LRB rivers Xiaoling 13 6.9 35 11 V
are between Category IV and Category V, or below Category Paojin Shuangtaizi 6, 7.9 25 14 v
V. Figure 8 shows the water quality of the rivers covered by ouptrty _
the LRBP. Pangxie (12 7.7 98 lIt.l Below V
Shuangtaizi 45 8.1 69 6.1 Below V
Water quality of reservoirs in the LRB is better protected. A Yiiigkou Daliao 55, 7.7 55 8.1 Below V
1998 water quality survey showed that water quality in upstreamof city
major reservoirs in the LRB was, in general, equivalent to Daliao 14, 7.4 134 2.8 Below V
Category II water quality standards. UpsLreM I I
Daliao 2 7.4 I It3 2 3 Below V
Based on industrial output billions RMB
8
a Montgomery Watson/ILUCRPO
6.6 SEWERAGE volume and quantity in COD, is unknown.
All four project cities have combined sewer systems
conveying both stormwater and sewage. Some large
industrial operations, particularly those near receiving water Due to years of severe pollution and water shortage most fish
bodies, may have their own sewer system and even their own and other water borne species have vanished from LRB
wastewater treatment facilities. The sewerage characteristics rivers. Fresh water fish may only be found in reservoirs and
of the project cities are presented in Table 6.6. fishponds in the LRB area.
Table 6.6 Sewerage Features of Four Project Cities Shuangtaizi wetland near the Daliao river estuary is an
Shenyang Panjin Jinzhou Yingkou exception. The 400 km2 area some 30 km away from PanjinSewerage South Xinglongtai North West has been identified and designated as a national level NaturalZones West Shachang Protection Zone because of its significant ecological value.
North Huaxian There are 321 kinds of resident and migrating wild lifeDonzhan
Total 108 206 130 130 including 236 species of birds and diversified vegetation inlength of the wetland. In particular, the Shuangtizi wetland is ansewer pipe important habitat for migratory birds and each year hundreds(km) of thousands of migrating birds stop and take up temporary
Municipal 1 None None None residence at the Shuangtaizi wetland.wastewater operationaltreatment 2 inplant construction 6.9 BOHAI SEA
Service 198 61) 45.8 37.5area (kin2) The Bohai Sea is a semi enclosed water body and it wouldService 3,300,000 230,000 566,000 265.00( take 3 to 4 years for a 50% water exchange with the outerpopulation sea and 16 years for a complete turn over. In total, 37 rivers
Total 1.637.00(1 80.000 2016.000 180.000 discharge to the Bohai Sea, including Daliao, Liao andwastewater(m3/d) Xiaoling rivers which are part of the LRBP. Collectively the
Liao and Daliao rivers discharge 132 m3/s in April to 715
6.7 MAIN WATER POLLUTION LOADS TO LRB m3/s in August into the Bohai sea, bringing a COD flux of794 to 2385 tld and a N0 3-N tlux of 45 to 96 t/d. The LIEP
In 1995, the LRB received a total of 1.68 billion m3 study has found that over 70% of the pollutants discharged
wastewater. Of this amount, 1.04 billion m3 or 62% was into the Bohai Sea are from agricultural non-point pollutant
from industrial sources while 0.64 billion m3 or 38% was sources. In particular, the nutrient contamination of thefrom municipal sources. The large volume and proportion of Bohai Sea, which has resulted in increased occurrence,
industrial wastewater discharge reflects the fact that the duration and extent of red tide events in the last 20 years is
middle to lower reaches of the LRB is China's most primarily from agricultural sources (over 90% by one
concentrated area for large state-owned industrial estimate). Nitrogen and phosphorus removal from municipalenterprises. These were established mostly in the 1950's and wastewater alone. while important for the protection of
1960's with old technologies and litnited pollution control. receiving fresh water bodies and groundwater, would not
contribute significantly to the control of red tides in theThe total organic load to the LRB environment in 1995 was Bohai Sea. Overfishing has been cited as the main reason for
561,500 tly, of which 309,074 t/y was from industrial depletion of fish stocks in the Bohai Sea.
sources and 252,427 t/y, municipal sources. Another
contributor to pollution is the surface runoff from
agricultural fields. The exact contribution, both in terms of
9
a) Montgomery Watson/LUCRPO
6.10 ACOuSTic ENVIRONMENT environmental criteria. In terms of the environmental
All four proposed wastewater treatment plants will be assessment of alternatives, the primary objective was to
located in green field sites. Besides farming and other identify and adopt options with the least adverse
agricultural activities, there are no industrial or urban environmental impacts. The evaluation and comparison has
facilities and operations, and thus no major noise sources, at included the following component options:
or near the sites. A noise-monitoring program conducted * Sewageinterceptorsroutesandpumpingstationlayout"
during the EA confirms the high acoustic quality of these * Number and configuration of wastewater treatment
areas. Noise levels monitored at 4 to 5 locations at each of plants;
the sites are in the range of 34 to 54 dB(A) during the day * Wastewater treatment plant sites and outfall discharge
time and 25 to 49 dB(A) at night, far below their respective locations;
standards of 65 and 50 to 55 dB(A). The noise levels at the * Treatment processes;
proposed pumping stations were higher as they are in the * Sludge handling and disposal, including options for both
urban areas. Although one location in Yingkou has night technologies to be used and sites for the final disposal of
time noise the same as the standard (55 dB(A)), noise levels sludge; and
at all other locations monitored were less than the standard * The scenario of with and without the project.
for both day and night.Specific details of the wastewater treatment and wastewater
6.11 SocIo-EcoNOMIc CONDITIONS collection and conveyance alternatives considered for eachcity are set out below.
The key socio-economic indicators of the LRB are
summarized in Table 6. 11. 7.2 WASTEWATER TREATMENT PROCESS OPTIONS -
UNIFORm DESIGN APPROACHTable 6.11 Key Socio-Economic Indir-ators of the LRB
The priority for wastewater treatment in the basin is theParaneters Indicatos removal of pollutants that impact adversely upon the surface
Population * Urban population, 18.36 million* total population, 33.02 million water quality. The most critical pollutant in this context is* population density: 338/km2 organic matter expressed as COD. The basis of the approach
Land * agricultural land, 59.4 million mu2 to wastewater treatment is therefore initially to concentrate* total land, 292 million mu upon removal of COD, with removal of ammonia by
Urbanization 0 municipalities: I I nitrification to be introduced in subsequent phases of
Agriculture a major crops: wheat, corn, vegetables, fruits, etc. development of wastewater treatment in the basin in the* total agricultural output: RMB 47 billion pa longer term.
Industry * major industries: metallurgy, petroleum, coal.power, chemicals, machinery, electronics, fahric & The Project has identified a preferred and least cost optiongarments, pulp & paper, construction materials.food & brewery, aet. for wastewater conveyance, treatment and sludge disposal in
* total industrial output: RMB 305.3 billion pa each of the cities. For wastewater conveyance two to three
alternative methods of conveying wastewater to the sites of
7. ANALYSIS OF ALTERNATIVES the proposed wastewater treatment plants have been
7.1 INTRODUCTION compared and the least cost option chosen.
During project development, various alternatives have beenscreened and compared with technical, economic and For wastewater and sludge treatment and as required by the
TOR, a Uniform Design Approach has been developed after
consultation with the Design Institutes in each city. In
2Iha = 15mu
10
Montgomery WatsonI,UCRPO
accordance with World Bank requirements3, options were least cost fashion.
considered against criteria which included complying with
the required wastewater discharge standard of 100 mg/i Unstabilised (ie undigested) sludge is proposed to be co-
COD, being appropriate in respect of local conditions, being disposed in cells with municipal refuse in a sanitary landfill.
proven in operation at or close to the scale proposed, being In the medium to long term, anaerobic digestion may be
capable of supporting competitive bidding and representing added as it is the best approach from an environmental
the least cost option. perspective and enables the sludge to be reused or
composted directly. Upon comrnissioning of the treatment
In order to satisfy all of the World Bank criteria a phased facilities, more information will be available on the
approach to wastewater treatment is recommended. The variations in wastewater and sludge temperature to further
liquid stream process in the short to medium term is based assess the economic viability of anaerobic digestion. The
on secondary treatment using a conventional activated introduction of digestion at a later stage should it prove to be
sludge process treating raw wastewater, without primary feasible, does not result in significant redundancy of
sedimentation. previously installed plant.
In the long term, when nitrogen removal may be a The recommended sludge treatment process therefore
requirement, secondary treatment will be achieved using a comprises mechanical thickening followed by mechanical
reaeration-denitrification-nitrification configuration. At this dewatering and safe disposal of unstabilised, semi-solid
time, primary sedimentation will be added and additional sludge to a sanitary landfill. Chemical conditioning will be
bioreactor capacity will be required together with minor necessary prior to both sludge thickening and sludge
internal modifications within the existing tankage. There dewatering. In the special case of Shenyang, an anaerobic
will not be a need to augment the capacity of the secondary digestion phase has been added in the Stage 1 project.
sedimentation tanks.
7.3 JINZHOU
As wastewater is treated, solids are removed and become For Jinzhou, two sites were considered for the 100,000
sludge that needs disposal. Sludge can be treated by a variety m3 /day wastewater treatment plant. The site selected byof~~~~~~~~~~~ ~ ~ ~~ metods Theewte simplestt isnt thikein ande dewaterin byby
of methods. The simplest is thickening and dewatering by least cost analysis is Dishuihu, south of the river. This site ismeans of belt press. More complex is digestion of the sludge slighfly elevated and wI require a river crossing. The
in large vessels, either aerobically or anaerobically. altemative sire at Xiaoshanzi, is further downstream and on
Thickening produces sludge with 3% solids content, which is the northern left bank of the river. This is a low-lying, flood
still a liquid. Dewatering produces a semi-solid sludge with . .prone area, and additional costs associated with floodabout 18% solids content, which can be handled by spade. It protection would be incurred.
is this semi-solid product that can be mixed with household
refuse and land filled. The prevailing slope of the land through JinzhoI is towards
the river and along the river towards the east. The proposedA staged approach is recommended for sludge treatment. In terceptors wong the river to
n intefceptors would be constructed following the river toStage I of the Project, a conservative or precautionary allow the existing outfalls to be connected. There is
approach to design has by necessity been taken because ofsufficient slope for flows to gravitate towards the wastewater
the lack of wastewater influent data. This approach treatment plant without the need for additional pumping.
minimises capital expenditure and sludge treatment ismiimss aptlxpnitreadlug trThe major engineering issue will relate to the river crossing.recommended to be undertaken initially in the simplest and The site for the proposed wastewater treatment plant is on
vacant rural land. The preferred sludge disposal site is south
3World Bank, Aide, Me noire No 3, August 2000 so that transportation will avoid the city. Social andWorld Bank, Aide Meroitre No 3. August 000
l~~~~~~~~~~~~~~~~~~~~~~i
a) Montgomery Watson/I,UCRPO
environmental issues have therefore been mninimised by the 7.5 SHENYANG
selection of this site. A storm overflow chamber would be Included tnder the project is the construction of interceptor
constructed before the proposed wastewater treatment plant. sewers and a 400,000 m31day wastewater treatment plant
The excess flow will be discharged directly to the Xiaolinglocated at Yuliangpu to the southwest of Shenyang.
River.
No other locations have been identified for the proposed
7.4 PANJIN wastewater treatment plant. The rural site southwest of the
For Panjin, included under the project is the construction of city is adjacent to the Xi River and the effluent from the
an interceptor sewer along the Panxie Ditch and a 100,000 plant will be discharged to the Xi River just upstream of its
m3/day wastewater treatment plant located to the west of confluence with the Hun River. The natural drainage is
Panjin just outside the urban area. Pumping stations that towards the southwest and so minirnising excavation for
presently raise wastewater from the existing trunk sewers pipeline and culverts. The need for pumping will also be
into the ditch will be modified to raise flows into the mininimised.
proposed interceptor.
During Phase One, it is proposed that improvements would
Three sites were considered for the proposed wastewater be undertaken to the existing sewerage system within the
treatment plant in Panjin, with site No.2 being preferred. In central urban area of Shenyang. The proposals include the
addition, the possibility of combining wastewater treatment separation of wastewater and storm water systems, the
for the Shuangtaizi District with the Xinglongtai proposals installation of new pipelines and culverts, replacement of
was also considered but separate plants are preferred. existing pipelines and culverts, upgrading of existing
pumping stations and the construction of new pumping
The interceptor would be constructed immediately alongside stations. The proposed works are part of an ongoing
the Panxie Ditch, this being the most suitable location to development programme for the Shenyang drainage system.
intercept flows from the existing collection system. The The Shenyang Drainage Company has undertaken the
major engineering issues will relate to constructing the identification of the potential project components. No
interceptor alongside the ditch, the anticipated high alternatives have been proposed to the drainage system
groundwater table, drainage ditch crossings and the need for improvements which are part of an ongoing improvement
pumping from the existing collection system into the new programme for Shenyang drainage.
interceptor.
7.6 YINGKOU
At Phase One, the proposed wastewater treatment plant Included under the project is construction of a new
would accommodate the current potential wastewater flows interceptor sewer and pumping station serving the southernfrom~ ~ ~ ~ ~ ~ ~ ~ ~~~~~~mecpo thee Xinlotd district. srin tesothr
from the Xinglontai district. and western areas of the city. A new wastewater treatment
plant having a design capacity of 100,000 m4/day is alsoThe site for the proposed wastewater treatment plant is on proposed f Yin th oposed location iscrly
agricultural land adjacent to the Panxie Ditch and close to wased . The soor envionmentalrissueswasteland. There are no social or environmental issues
the preferred sludge disposal site. While social and related to the site and there is sufficient room for future
environmental issues have been tninimised with this location expansion. The proposed site has the advantage of being
of the wastewater treatment plant and sludge disposal route.veryv close to the proposed sludge disposal site, which
a considerable amount of resettlement will be required along located on the wasteland approximately 1.5 km to the north.
the Panxie Ditch within the center of Panjin.
The interceptor sewer would be constructed along the south
bank of the Daliao River collecting the wastewater from the
12
a) - Montgomery Watson/LUCRPO
existing outfalls. The topography of Yingkou is low lying movement. land preparation, and materials handling. At
and it will be necessary to provide some pumping along the 5 meters from such an activity, the dust concentration is
route of the interceptor. The major engineering issues will expected to reach 10.1 mg/m3 while it will reduce to
relate to the existing high groundwater levels, construction 0.86 mg/m3 100 meters from the site. Therefore, the
of the interceptors along existing drainage ditches within the impact will be limited to residents located within 100
city center. Additional foundation costs are anticipated for meters from the construction sites and along both sides
the major process units of the proposed wastewater treatment of construction transportation routes.
plant. The route through part of the urban area may change * Noise, from construction equipment and vehicular
depending on whether or not the proposed road construction movement. The noise, as high as 110 dB(A), could
proceeds. Some resettlement issues have been identified travel a long distance in the open field around the
along the interceptor but environmental issues have been source, affecting residents of nearby villages.
minimized. Any overflow during wet weather will be able to * Traffic congestion, caused by pipeline construction in
occur at the structures that connect the existing collection urban areas. Parts of streets will be closed during
system with the new interceptor. The excess flow will be pipeline construction reducing the traffic-carrying
discharged to the Daliao River. capacity of the streets. The impact will be greatest in
Shenyang where part of the sewage interceptor is to be
Two options were identified for serving the northern and built in the urban center.
eastem districts of Yingkou. These have been evaluated by * Waste discharge from construction camps. The
least cost analysis. One option would be to put a treatment discharge of sewage from construction camps will create
plant in the north. The second option would be to convey all temporary pollution sources to the surface water
the wastewater across to an expanded west treatment plant. environment. The construction camps will be sources of
A least cost analysis has clearly indicated that the costs of other pollutants such as sediment-laden stormwater
the pipelines and pumping from east to west far outweigh the discharges, solid waste and waste oil from machinery
benefits of a single treatment facility. Therefore a treatmnent maintenance.
plant in the north is proposed. * Earth materials. While pipeline construction will
generate 100.000 m3 excavated material requiring
Wastewater from the north and eastern districts of Yingkou disposal, the leveling, site preparation and construction
would be pumped to the north along interceptors, to a of the treatment plants will need over 320,000 m3 of fill.
wastewater treatment plant having a design capacity of Large quantities of fill will be needed from borrow pits
100,000 m3/d. The proposed site is on rural land and and will require transportation to the site.
alongside the existing drainage channel leading to the Daliao * Land impact. A total of 2.48 million m2 of land will be
River. temporarily occupied by construction activities. Of this
amount, 740,000 m2 will be agricultural land, about
The discharge point for the effluent from the north plant will 0.07% of the total land owned by the affected villages.
be upstream of the city, which is less desirable than One crop will be lost in the temporarily occupied land.
discharge downstream. No unusual resettlement issues are A total of 897,000 m2 of land will be permanently
anticipated. occupied by the l.RBP, to be acquired from four villages
near the wastewater treatment plants. The four villages
8. ENVIRONMENTAL IMPACTS AND MITIGATION concerned will lose 7 to 20% of their total arable land to
8.1 IMPACTS DURING CONSTRUCTION PHASE the LRBP, a substantial impact on their agricultural
Project construction activities will generate the following activities and livelihood.
adverse impacts: * Water impacts, caused by cross-river construction
a Air borne dust, mainly due to construction vehicle activities. The Jinzhou wastewater treatment plant will
13
fff Montgomery WatsonILUCRPO
be built on the opposite side of the city to the sewage Figure 11: Taizi & Daliao River Baseline COD
collection system and the river crossing construction Concentration
may give rise to sedimentation and possibly oil & grease - - - I m X 1from construction machinery in the river. 1
8.2 WATER IMPACTS - PRIMARY POSITIVE IMPACTS OF
THE LRBP I
The LRBP will bring significant benefits to the water-3
environment of the LRB and other aspects of environment
and life that depend on the quality of water environment. On
a basin wide basis, a steady state water quality model has -J 323
predicted that implementation of the LRBP, together with
Laioning provincial EPB plans to build wastewater treatment.. . . . ~~~~~~~~Figures 9,10.] 1 show modeling results from the LIEP project
plants in all major cities in the LRB, plus implementation of Fan IPCAP4 for all major industries will substantially reduce showing projected COD concentrations in the Hun, Liao,
the COD concentrations in LRB. Taizi and Daliao rivers. The modelling results showprojected COD reductions for various pollution control
Figure 9: Liao River COD Concentrations interventions, including the initial LRBP interventions, overthe next 10-15 years.
Significant reductions in COD concentrations in these rivers
will be achieved by the project. Based on average flows of
the dry months April, May, October, November, the model
predicts that COD will reduce by 58.4% in Shenyang, 57.8%
in Jinzhou, 37.1% in Panjin, and 78% in Yingkou,
respectively. The surface water quality in these river sections
'533W 20n 1(40 >° is expected to improve to Category V or even Category IV,
-(1a3CosA3,-s2F3d(:0)---F.O Hb0PliOly,wuIW Fa5OvWIAllFWWOnc> except in Panjin.
Figure 10: Hun River COD Concentration Since the LRB rlvers have limited natural flows and dilution
I r,* r3 capacity in the November to April dry season, the model
I t _ _ 1 shows that the surface water quality in most sections of the
LRB rivers will be similar to that of wastewater plant
effluent (COD 100 mg/l) in the dry season, significantly
-2 t - °°= below the desired Category V standard (COD 4t)mg/1). (refer
; l l<1 0530 figure 12 below for projected COD concentrations in the
Hun River)
350 L5 '253 5- During the rest of the year, the surface water quality is
expected to approach Category V standard compliance.
Although the LRBP cannot achieve the surface water quality
targets alone (eliminating below Category V water bodies in
the LRB), it will contribute significantly towards achieving
IPCAP=fndustrial Pollution Control Action Plan
14
a) Montgomery Watson/LUCRPO
this aim. has already indicated contamination in monitoring wells of
the four project cities. Residents of villages near some of the
Figure 12: Hun River Baseline and projected COD river ditches also complained to the EA team of strong
Concentration nuisance odors in their groundwater supply. All signs
I I 200 indicate that groundwater contamination can be attributed to
polluted surface waters.
Ib e }4t 3 Large areas of agricultural land in Liaoning are irrigated--t t _ _ ¢001 with wastewater which in many cases is the only available
irrigation water source. Based on a study by the Agricultural
.............. .. X - Lw Environmental Protection Institute, wastewater irrigation has
caused crop yield reduction by 21 0 kg per hectare per year incoo 'jo0 ZNDoZ00 150 1011 50 0 paddy fields. Contaminants such as heavy metals and
organics present in the wastewater may also enter the crops
through irrigation. Fresh water fish farms and aquacultLre
are also affected by poor irrigation water quality. All theseIn terms of pollutant loads to the LRB, the LRBP will reduce adverse effects will be alleviated to some extent as a result of
COD load by 143,299 tons per year from the four cities and LRBP implementation.
additional 20,500 tons per year from the Yingkou paper mill.
In comparison, to completely eliminate the below-Category Other additional potential benefits to be brought by the
V surface water bodies basin wide, the LRB needs to reduce LRBP inCILide:
its COD discharge by 600.000 tons per year in the region. e Improved sanitation and hygiene for residents near LRB
The LRBP will contribute about 27% towards the COD rivers;
reduction targets, thereforc. * Increased property values for land and real estate along
LRB rivers;With regard to specific river sections downstream of the four Improved recreation and environmental aesthetics to the
project cities, significant improvements in surface water communities of the project area;
quality can be expected following the implementation of the I Increased revenue from tourism; and
LRBP. In all four cities and the two paper mills, mixed * Improved bio-diversity and ecosystem
industrial and municipal wastewater and stormwater is
currently discharged directly into the receiving water bodies 8.3 BOHAt SEA MARINE WATER IMPACTS
through numerous outfalls along the cities' waterfront. The
LRBP will intercept the majority of these direct discharges Impact on the marine environment in the Bohai Sea was
and divert them towards the proposed wastewater treatment predicted using a mathematical model which takes into
plants located downstream from the cities. The water quality consideration the hydrological characteristics of the marine
in the sections of rivers flowing through the project cities is environment such as mixing. dilution and diffusion, but not
expected to approach that of upstream from the cities, after its assimilative capacity. The modeling result indicated that
interception of the wastewater discharges. marine water quality would reach Category I standard if thetotal COD discharge into the Sea was 184,507 tonnes per
Quality of groundwater, a major domestic and industrial year or less from all rivers. After the implementation of the
water source, is expected to improve. This is because LRB LBRP, improvement in the marine environment can be
rivers are primary groundwater recharge sources and, in the expected as COD discharge to LRB rivers will be reduced by
case of the dry season, the sole source. An earlier 140,000 tonnes per year. If a Category I marine water
groundwater-monitoring program conducted during the EA standard were achieved, the model further indicated that
15
fft Montgomery Watson/LUCRPO
COD concentration 4000 meters from the shoreline into the total flow in the Liao river, the Panjin treatment plant issea will be 0.7 mg/L, close to the background concentration expected to contribute up to 18% of the improvement infor organics in such an environment. water quality in the Liao river and will thus contribute to the
improvement of the Reserve through better water quality.
Another indicator of marine water pollution are the
occurrence of red tide events, caused primarily by excessive Figure 13: Raw sewage discharge to Shenyang canalnutrients such as nitrogen and phosphorus. Recorded red tide
events have been an increasing concern in the Bohai sea andtheir occurrence has increased from one in the 1950's to 34
in the 1990's. The extent and duration of the events has been
rising as well. Fishery resources in the Bohai sea have also
been affected. Over the last 10 years, the total availablefishery resources have declined by 27% while sustainable
resources declined from 130,000 tons per year to 95,000 tons
per year. The declining fish stock in the near-shore hasdriven fish catching activities into the deeper ocean. While
general pollution of the marine water environment plays a
role in the declining fish stock in the Bohai sea, studies have
found that the primary reason for the decline is over-fishing
and red tide events. 8.5 AIR AND ODOR IMPACTS
The primary air emissions from the wastewater treatmentAn EU funded assessment has showed that the majority orover 90% of nutrient discharges into the Bohai sea are from plants will be odors generated from the operation of aeration
tanks and sludge handling processes. The pumping stationsagriclturl an marne-cltura souces.Muniipal could also be a source of odors. The main constituents of
wastewater discharge is responsible for less than 10% of thesuch odors are NH3, H2S, and methyl sulfide.
total nutrients discharged into the sea. For this reason, the
first phase of the LRBP project will not include dedicatedAn air diffusion model was used in the EA to predict the
nutrient removal processes, although the design makesconcentrations of the air emission constituents which cause
provision for such processes to be added in future phases. the odors. The modeling results (Table 8.1) indicate that the
distance required to achieve the residential area standards8.4 WETLAND ANI) ESTUARY IMPACTS
varies from about 100 m from the treatment plant in PanjinThe Shuangtaizi Natural Protection Zone, about 30 km from to up to 400 m in Shenyang. Within this distance, there is no
Panjin city, has suffered the adverse impact of human residential or other sensitive receptors surrounding the
activities in recent decades. Vegetation, wild animals, birds, treatment plants, except at Shenyang. Xiaoyu village is
bio-diversity and water storage and flood control capacity located 300 m from the Shenyang wastewater treatment planthave all been affected. Especially serious is considered to be site. The current WWTP site is located in the opposite
polluted water influx to the Zone from the Liao river. prevailing wind direction from the village. However, on the
infrequent occasions when wind direction changes towardsThe impact of the LRBP to the Reserve will be positive. In the village, the residents may be able to smell odors from the
particular the wastewater treatment plant in Panjin will treatment plant.intercept and treat 100,000 m3/d raw wastewater currently
discharged to the Liao river 30 km upstream of the Zone. There will however be a significant positive impact in terms
Although the treatment capacity is small compared with the of air quality improvement related to the project. Currently,
16
0 Montgomery WatsonlLUCRPO
tens of thousands of urban and rural residents live close to expected to be below the day time standards of 60-65 dB(A)
open ditches or canals which essentially carry nothing but and night time standard of 55 dB(A). In Panjin, however, the
raw sewage. The site investigation of these areas and night noise at the boundary will te up to 61 dB(A) for the
discussions held with the residents have shown that there are treatment plant and 63 dB(A) for pumping stations,
nuisance odors, as well as other health and hygiene concerns, respectively. These exceed the night day noise standard by
from these open sewers. Particularly in the summer, such about 8 dB(A). For the wastewater treatment plants which
odors and other concerns are bad. With the LBRP's sewer are located in suburb countryside, there is no sensitive
upgrading and interception pipeline components, many of receptors although the incremental increase of noise against
the open sewers will be converted to underground, properly- the currently quiet baseline noise is high. In the more
engineered box culverts and sewers. The wastewater congested and built-up area in the city wherc the pumping
treatment plants in the project will substantially improve the stations are to be located, any exceedance in noise standards
water quality of the receiving waters. Both will substantially could be a concem. The two pumping stations in Panjin are
reduce the odor from these sources, bringing significant located in an industrial area which is not considered noise
environmental, health, sanitation and aesthetic benefits to the sensitive.
project area and residents.
8.7 SLUDGE DISPOSAI. IMPACTS
Table 8.1 Odor Standard and Protected Distance The four municipal and one industrial wastewater treatment
Items City NU3 H'S Methyl plants of the LRBP will generate a total of 880 tonnes/day ofsulfide sludge containing 80% moisture. The Shenyang plant alone
Smelling threshold 0.1 0.00 0.0021 will generate 560 tonnes/day sludge. This represents a large(mg/m,
3) 047
Bo/ndary Jniniit 1.5 0.06 0.007 and complex task for handling and final disposal of sludge in
(mg/m3 ) a safe, proper and environmentally responsible manner.Residential 0.2 0.01 - Three miethods have beeni considered for sludge disposalstandards (mg/mn) within the LRBP:T ype of smell Acidulous Bad Acidulous
eggsr Aui * Sanitary landfill disposal, in Shenyang, Jinzhou,egg~ sulfur
Impacted distance Shenyang 200 100 400 Yingkou and for Yingkou paper mill;(M) Jinzhou 130 90 lO0 * Sludge composting, in Shenyang and Panjin. Jinzhou
Panjin 102 98 91 and Yingkou will also consider the option ofYingke,u 110 o10 140 composting, subject to further feasibility studies for
composting technologies, the economics and the market8.6 NOISE IMPACTS for the compost products in the regions; and
Main noise sources during the operation phase includes the * Temporary sludge storage, in Shenyang because the
sound of lifting pumps. sludge pumps and blowers in the amount of sludge generated is too large to be disposed
wastewater treatment plant and submerged pump motors in of by the above first two options alone and because the
the pumping stations. The noise at the source is 92-95 dB(A) compost produced cannot be absorbed by the users due
for various equipment at wastewater treatment plants and 93 to seasonal demand for compost.
dB(A) inside pumping stations. About 30 m from a pumping
station, the noise level is attenuated to 61 dB(A). There are municipal solid waste disposal sites in Shenyang
(Laohuchong), Jinzou (Nanshan) and Yingkou (Xipaotai).
A fixed source noise attenuation model was applied in the All three cities have in place plans to upgrade and convert
EA to forecast noise impacts. The modeling results show that these sites into sanitary landfills. The main upgrading
except for Panjin, noise levels at the property boundary of nieasures will include installation of separation layers at the
the wastewater treatment plants and pumping stations are all bottoms of the landfill to protect the groundwater, leachate
17
a) Montgomery Watson/LUCRPO
collection system, site drainage control, application of daily
cover and other engineering and operation control measures Sludge hauling is another potential environmental concern.
to minimize the impacts of the landfills to the surrounding Potential leakage from trucks, odors as well as heavy traffic
environment. The relevant authorities in the municipality of of hauling trucks themselves would affect the environment
Jinzhou and Yingkou have reached agreement with the and residents along the haul routes. In both Shenyang and
wastewater treatment plants for each landfill to accept the 80 Jinzhou, where the hauling distance is significant (32 km and
t/d of sludge for co-disposal with the cities' municipal solid 12 km, respectively), ring roads have been designated for
waste. The case in Shenyang is more complex. After the first sludge transportation, to avoid heavily populated areas or
phase of the landfill upgrading, the landfill will have a business districts. Special, water-tight hauling trucks will be
limited daily capacity of 750 tons. After discussion, the used to avoid odors and leaking from contaminating the haul
landfill will accept 250 t/d of sludge. routes.
Figure 14: Indiscriminate solid waste dumping Shenyang Windrow composting will be used to stabilize the sludge and
produce a sanitary, nuisance-free, pasteurized, humus-like,
nutrient-containing material which may be used as fertilizer
supplement and soil conditioner in the field. This technology
is selected because of its reliability, economics and
simplicity. In addition, in the countryside of Liaoning
province, windrow composting has been used for hundreds
of years to process night soil and animal waste for
agricultural applications. An additive such as wheat straw
will be added to the sludge before composting and the
windrows will be turned manuaUly once or twice a week.
Total composting time will be 4-6 weeks (shorter in the
summer) and composted sludge will be stockpiled on site for
another 4 weeks for curing. A drainage control system will
A key potential environmental concern is contamination of be constructed and the leachate and surface runoff from the
groundwater by leachate from the landfills. This will contain sludge processing area diverted back to the treatment plants
high concentrations of organics and heavy metals present in less than 1 km from the composting sites in both Shenyang
the sludge. The installation of impermeable layers and and Panjin.
interception drains at the landfills will prevent the leachate
from percolating into the ground and allow collection and An available market for compost products is the key for
treatment of leachate. In Shenhyang and Jinzhou, a leachate sustainable operation of the composting process. Panjin is
treatment plant is included as part of the landfill upgrading surrounded by saline land and compost will be used for soil
while in Yingkou the leachate will be pumped back to the conditioning and land reclamation. In Shenyang, the
municipal wastewater treatment plant since it is only 2 km compost product is to be used for the city's greening project
away. of the city. Both cities plan to supply the compost product
free of charge at the beginning. In view of concern at the
There are no sensitive receptors in the areas surrounding the heavy metals in the sludge, neither city plans to use compost
landfills. Furthermore, good landfill management techniques for agricultural application. However, all project cities plan
will be adopted, including daily coverage of newly deposited to launch studies of the applicability of sludge for
sludge with a 20-30 cm layer of clean soil to minimize odor agricultural application. The composting operation is
and flies nuisance. planned to be expanded once agricultural use of the
lS
Montgomery Watson/LUCRPO
composted sludge has been proven safe and interest in the Construction Phase
product in the local market has been developed. * Construction sites, transportation routes and materials
handling sites will be water sprayed in dry, windy
A large quantity of sludge will be generated in Shenyang. A conditions Lip to 4-5 times a day, especially if these sites
site near the wastewater treatment plant has been set aside are near sensitive areas, such as villages and residential
for temporary sludge storage. In particular, the need for areas.
compost for landscaping may be seasonal and the compost L Construction activities will be scheduled carefully to
product will need to be stored temporarily between minimize the impact of noise from construction
application seasons. The temporary sludge storage facility machinery to the surrounding environment. Night timewill allow the city time to undertake a feasibility study for a use of certain noisy plant such as pile-drivers, concrete
safe, economic, environmentally responsible and sustainable vibrators, etc. will be prohibited.sludge disposal method. * In conjunction with the relevant authorities, traffic plans
will be prepared ahead of construction in congested8.8 Socio-ECONOMIC IMPACTS urban centers, particularly in areas where roads will be
Resettlement and compensation plans have been prepared closed or sem-closed for construction.and are set out in a separate "Resettlement Action Plan" e Sewage and other waste from construction camps will
(RAP). A summary of land acquisition and people affected is be collected and diverted to municipal systems to avoid
shown in table o.2. contamination of the surrounding areas.0 Temporary land occupation, particularly in the
Table 8.2 Project Affected Land Statistics agricultural areas, will be planned well ahead of theconstruction. '[his will be undertaken in consultation
Project City Permanent Land Temporary Land with farmers and others affected to minimize loss ofAcqluisition (ha) (ha)LAnduis Peoplea Land Peopcrops. At the end of the construction, land will beLand People Land People
__________ Acquisition Affected ______ Affected reinstated to its original condition.Shenyang 58.4 356 38 0Panjin 8.2 1,300 6.1 ( Operational PhaseJinzhou 6.0 36 7 21 * Operational procedures will be carefully followed, andYingkou 8.0 24 2.4 238 plants and sludge disposal facilities will be operated asTotal 80.6 1,716 53.5 259 designed.
* Contingency plans will be developed for the discharge
8.9 ENVIRONMX1ENTAL MITIGATION MEASURES of raw wastewater into the receiving environment. The
Design Phase plans will anticipate power failure, overflows,* All project sites will be carefully selected to avoid or equipment malfunctions and other conditions that may
minimize potential impacts to the environment. affect the proper functioning of the plants.* The Shenyang plant layout will be designed in such a * Regular consultation with residents in the nearby
way that the source of noisc and odor will be located as communities will be undertaken. Prompt response to
far away from Xiaoyu village as possible. any concerns with regard to operation of the facilities
* Mitigation measures such as composting site drainage will be made.
control, leachate collection and conveyance to the
treatment plant will be incorporated into the designstage.
19
a Montgomery Watson/LUCRPO
9. ENVIRONMENTAL MANAGEMENT AND MONITORING
PLAN 9.2 ENVIRONMENTIAL MONITORING
9.1 ENVIRONMENTAL MANAGEMENT In order to ensure that the project is implemented in
Several organizations will take responsibility for compliance with relevant environmental standards and
environmental management and monitoring. They are: regulations and in accordance with the EA, a comprehensive
* Liaoning Provincial Construction Commission, will take monitoring program has been prepared for water, air and
the ultimate responsibility for environmental protection noise. The plan covers both the construction and operation
and management. This organization is the overall phases of the LRBP for all four project cities. The
leading agency for project implementation; monitoring program is summarized in Table 9.1 and the
* The Project Managemiient Office (PMO) of each project estimated cost of the monitorinig program is presented in
city and LURCPO is the working group for project Table 9.2.
management under the Construction Commission, will
be responsible for day to day environmental
management during the construction phase. Their Table 9.1 Environmental Monitoring Program
responsibilities will include engagement of professional Environment Monitoring Construction Operation
supervision and monitoring services, allocation of Category Items Phase Phase
budget for environmental management, response to Watcr Parameters Oil, pH, SS. SS. pH, COD,
environmental monitoring reports and the taking of wastewater BOD,
appropriate mitigation actions. They will also handle flow wastewater flowI.ocations Uipstrcam and Inlet and outlet
any environmental events which may occur during downstream of eachdownstream of each
construction. of the adjacent treatment plant;
* Liaoning Provincial Environmental Bureau and its rivers upstream and
municipal counterparts will be responsible for downstream of
enforcement of environmental regulations and standards adiacent rivers
and review of environmental monitoring reports. Frequency 3 consecutive Inlct and outlet
* Environmental monitoring stations operated by days a year monitoring
Provincial and local EPB's will undertake twice a day;river monitoring
environmental monitoring of air quality, noise, water twice a year.
quality, and other impacts to the environment from the Groundwater Parameter Hardness, pH, COD, iron, E. coli,
project construction and operations. Locations 100 m upstrcam, 100 m
* The individual Wastewater companies will be downstream, and 5()( m
responsible for day to day environmental management downstream
during the operational phase. Frequency Twice a year, at high and lowflows respectiv ly
Air Parameter TSP Odor, TSPA training program, will be undertaken during project Locations I at treatment I at the nearest
implementation for management and technical staff from the plant sites and village and I
above mentioned organizations. Training course contents 3 at pipe sites near the plants
will include environmental regulations, wastewater treatment Frequency 2 consecutive 3 days each in
technologies, environmental monitoring, sludge handling days a year hot and cold
and disposal, and handling and responses to environmental seasons for TSP
incidents. In total, it is planned that 90 people will participate aind FH2S.Daily in the
in the domestic environmental training and 25 in overseas summer for
training courses. odor.
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@) Montgomery Watson/LUCRPO
Environment Monitoring Construction Operation third round was designed to ensure public awareness of the
Category Items Phase Phase EA effort and final project definition and mitigation by
Noise Paramctcr DB(A) dB(A) presenting a draft EA report to the public through
Locations Construction Boundary of the information disclosure procedures. As part of the process ofsites plantsSensitive Nearnst villages public participation, telephone hotlines have beenreceptors maintained in each PMO to solicit public comments. Details
Frequency Once a week Twice a year in of the three rounds of public participation undertaken are
winter and presented in Table 10.1.summer
Table 10.1 Three Rounds of Public Participation
Table 9.2 Summary of Monitoring Cost Round Project Stage Main Objective
Environmental Monitoring Cost First Project * Identify stakeholdersProject City Estimates (RMB/Year) (screening) identification! * Sccure PMO commitment to
Construction Operation Total Environmental public consultationphase phase screening . Agree on the extent and mode
Shenyang 49.000 77,0(10 126,000 of consultationPanjin 34.000 48,00(1 82,000 * Initial public concerns aboutJinzhou 37,000 57.000 94.000 the LRBPYingkou 40,000 61,000 101.000 Second Before * Communicate project andTotal annual cost 160,000 243.000 403.(0() finalization of impact information
EA TOR * Invite public opinions andconcerns
10. PUBLIC CONSULTATION * Prepare for the TOR* Initial response on mitigation
Community Stakeholders were consulted during the project measures
EA, particularly those who will be directly affected by the Third After EA draft * Communicate EA findings
Project. These included urban and rural residents near rcport * Finalizing mitigation measures
proposed pipelines, wastewater treatment plants, and sltdge * Overall public acceptance ofthe LA effort
disposal sites. The primary methods applied to publict
participation included public meetings/hearings, interviews,n ~~~~~~1 0.1 PUBLIC MEETIN GS
questionnaires, and use of public media such as newspapers.
The EA team organized and chaired the public meetings In all three rounds of public participation, public meetings
which were also attended by project planners, design were held. Public meetings allow direct communication with
engineers, government officials from the project the public and allow semi-literate individuals the opportunity
management offices and LURCPO. to participate. Details of these meetings are sumrnarized inTable 10.2.
Consultation has been undertaken throughout project
preparation. Each of the project cities have carried out at
least three rounds of public participation. The first round
focused on environmental screening to define public
concerns and to assist identification of key environmental
issues. The second round was designed to draw public
response and comments on the initially developed mitigation
measures for the potential adverse impacts identified. The
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tm Montgomery Watson/LUCRPO
10.2 PUBLIC OPINION SURVEY
Table 10.2 Summarv of Public MeetingsPublic opinion surveys have been undertaken as one of the
City Date Time Locations No. of key tools of public consultation. The questionnaires,participants prepared by the EA team, were widely distributed to the
Shenyan 7/2/00 5 pm Yuliangpu 150 public. Details of public opinion surveys undertaken areg 8/4/00 village meeting 148
12/8! hall, Xiaoyu 149 summarized in Table 10.3 and Table 10.4.
2000 village mcetinghall Table 10.3 Public Opinion Survey (No. of People
Jinzhou 7/10/ 3 pm Dishuihu village 90 Surveyed)20001 meeting hall
7/30/ Dishuihu 88 Background Item Shenyang Pan- Jinzhou Yingkou Total20001 village meeting rotal 1668 681 665 673 4167
11/28/ hall 93 Sex Male 917 348 336 348 22072000 ._F emale 751 333 329 325 1960
Panjin 7/7/00 3 pm Wangjia village 9(1 Age 18-35 636 293 287 264 1134
8/6/0() meeting hall, 89 36-60 900 321 301 351 213512/10/ 9( >60( 132 67 77 58 3702(000 Profession Cadre 504 202 166 298 1285
Yingkou 9/10/ 3 pm Yingkou Public 89 Framer 602 180 208 66 12362000 Utility Bureau Worker 334 176 180 196 10018/51() Yingkou 9( Student 126 87 76 85 422
Drainage Other 102 36 35 28 223Education Primary 18 9 8 4 44
school12/1ll Yingkou Public 96 Junior 639 214 288 248 15832000 [) Utility Bureau middle
school
In addition, several smaller scale informal public meetings Senior 387 174 131 198 997
were held at the pumping station sites. Figure 13 shows middleschool
attendance at the public meeting held at Yuliangpu, Vocation 296 151 102 102 747
Figure 15: Yuliangpu Village public participation _University 328 133 136 121 796
meetingTable 10.4 Organizations Participated in the Survey
Entity Number No. of People in the- ____________________ ________ ~~ ~~~~Organizations
lDI1| 1111 3*. hi iii EU lGovernmental agencies 76 4560
Institutions and NGO's 65 4615=~ mum _ iCorporations 89 400,501
5Villages 1(1 39,608
10.3 RESULTS OF CONSULTATION
While the overwhelming majority of the public strongly
supported the objectives of LRBP, concerns were expressed
at the potential impacts, both long-term and short-term,
during the construction and operation phases of the LRBP.
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Montgomery Watson/LUCRPO
For each of the concerns expressed during the public Other comments and recommendations received from the
consultation, a corresponding mitigation measure has been public included:
developed and communicated to the concerned public. Table * Rational planning and design should be undertaken to
10.5 summarizes the concerns and mitigation measures screen possible alternative options to achieve best cost-
proposed. effectiveness:
* Sufficient funds should be provided to the WwTP
Table 10.5 Public Concerns and Responses Company to ensure sustainable operation;
* Construction period should be minimized;Public Opinions * Adequate safety measures such as warning signals.
Po)tential Mitigatioln ____
Potential Meitigatire People Satisfatemporary road diversions and fences should beImpact Measure People Satisfactory
_______ _surveyed (%) installed.Air-borne dust in . Periodical water 1100 100construction phase spray 10.4 INFORMATION DISCLOSURE
S Speed timit forvehicles Advertisements have been placed in the most popular
Noise and . Rationalize 1100 100 newspapers in all four project cities at least twice to describevibration in cerdstrulctio the project and its potential impacts and to invite the publicconstruction phase schedule
. Minimizc night to express their concems about the project. In addition, thecoilstructiota draft EA reports and other project related information
Traffic hold ups . Excavati(o 1080 98 including project environmental information have beendur ing controlled at-id placed in both project management offices andconstruction phase minimized at any environmental institutes involved in the EA for public
one location* Proper disposal of review and comments. The telephone hotline at the EA
spoil teams manned by environmental specialists is another source* Good planning to, of information to the public about the project and potential
relieve tratficcongesti, n project impacts.
Wastewatcr and * Use of septic tank 1071 97solid waste * Dispose solid waste 11. CONCLUSIONSproduced in in landfill The environmental assessment for the LRBP has drawn theconstruction cam4ps ______construcLion camps ~~~~~~~~following conclusions:Odor in operation . Keep odor sources 1100 100
covered or indoor * The LRB has been suffering acute water shortage andNoise in operation * Proper insulation of 1 l()( 10() severe pollution in virtually all its rivers. The region hasphase noise sources only limited industrial wastewater treatment and even
Sludge hauling .avoid populated 1100 100 less capacity for municipal wastewater treatment. As aarea, timing theareaulmg mt mrnug tresult of the direct discharge of contaminants into itshauling in mormng
and night tim_e waterways surface water pollution has been worseningLeachatc from . lining and leacbate 998 91 and has threatened the quality of groundwater and thesludge landfill site collection and Bohai sea.
smallsize treatieneti * The LRBP, to be partially financed by the World Bank,~~~~~~~facility at landfilts
Compensation fosr * Compensate 679 85 fits well into the integrated environmental managementfarmland according to statc plan for the basin. This is one of the top state andacquisition policies provincial pollution control priorities. While the LRBP
Competsation for * Compensate 30 82 alone cannot resolve the problem and meet thehouse demolition according to state
policies government goal for surface water quality. it will be akey step and contribute significantly towards achieving
the goal.
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Montgomery WatsonlLUCRPO
* The benefits of the LRBP are large. It will cut the COD
load to the basin by about 27%, improve surface waterquality in the reaches of the rivers in the four project
cities to be Category V or better and will improve waterquality downstream from the cities. It will help alleviatc
contamination of groundwater, the Bohai sea and the
wetlands. Health risks related to contaminated water
supply and odors will be reduced.* The LRBP will also cause some adverse impacts to the
environment. During the construction phase, dust, noise,construction camps, construction materials extraction,traffic hold ups and cross river construction will be
experienced. During the operation phase, noise, odors,
sludge hauling, sludge disposal and land acquisition willimpact the villages around the project sites. With carefuldesign and implementation of appropriate mitigation
measures, however, these adverse impacts can bemitigated.
* To further ensure environmental protection and properimplementation of mitigation measures, anenvironmental management plan has been developed.
This includes government and local organizations.
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