El 072 Volume 9 Fuzhou World Bank Financed Project Jinshan Central Bus Parking Lot Project Environmental Impact Report Employer: Fuzhou Municipal Engineering Development and Construction Corporation January, 2005 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station Employer: Fuzhou Municipal Transport Commission Preparation unit: Guangzhou Research Institute of Environmental Protection Legal representative: Luo Jiahai General technical superintendent: Cui Xia Project Mlanager: Xu Guanfu Coordination Unit: Fujian Provincial Radiation Environment Supervision Station Preparation By: Environ mental Name Tittle Assessment Responsible Content Signature Certificate No. General, Natural .u Senior Enviornment Profile, Xu Senior A28020052 Current Ambient Air Guanfu Engineer Conditions and Impact Assessment Current Status of Water Pena Engineer A28020044 Assessment, Rimsck Evaluation Current Status of Sound Wang Senior Environment, Impact Wang Senior A28020024 Assessment, and Weide Engineer Environment Monitoring Plan Lu Yan Assistant A28020058 Public Participation, Lugnee Yan A28020Alternative Proposal Wang Engineering Analysis, Wang Engineer A28020039 Mitigation Measures and Junbo Feasiblilty Analysis Technical Review By: Environmental Name Tittle Assessment Responsible Content Signature Certificate No. Luo Senior A28020001 Reveiw Jiahai Engineer Zhang Senior A28020016 Revew Jinhong Engineer Guangzhou Research Institute of Environmental Protection & Fujian Provincial Radiation Environment Supervision Station Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station Table of Content I GENERAL .............................................................................6 1.1 REASONS AND PURPOSE FOR THE PROJECT REPORT .................................................................6 1.1.1 Necessity and reasonsfor the project construction ...................................... .......................6 I 1.2 Purpose of assessment .........................................................................6 1.2 PREPARATION REFERENCES ..................... .......................................................7 1.3 APPLICABLE LAWS AND REGULATIONS FOR ASSESSNIENT ........................ ...............................7 1.4 ASSESSMENT STANDARDS .............................................................................9 1.5 ASSESSMENT OF THE ENVIRONMENTAL FUNCTIONAL DISTRICTS OF THE PLANNED PROJECT AREA AND THE EXECUTION STANDARDS ............................................................................9 1.5.1 Functional districts of sound environment .........................................................................9 1.5.2 Functional districts of ambient air ........................................................................ 10 1.5.3 Functional districts of water environment and execution standards ................................. 10 1.6 SCOPE OF ASSESSMENT ............................................................................ 10 1.7 MAIN TECHNOLOGIES AND MEASURES FOR THE ASSESSMENT ............................................... 10 1.8 SELECTION OF ASSESSMENT FACTORS ............................................................................ 11 1.9 CLASSES OF ASSESSMENT ................... ........................................................ I 1 1.9.1 Classification measures stipulated in OP4.01 of World Bank ........................................... 11 1.9.2 Classification of domestic environmental impact assessment ................ ............................ 11 2 OVERVIEW OF THE CONSTRUCTION PROJECT AND PROJECT ANALYSIS . 12 2.1 OVERVIEW OF THE CONSTRUCTION PROJECT . .12 2.1.1 Property of the construction project .12 2.1.2 Construction location and land acquisition .12 2.1.3 Contents and scale of the construction project .12 2.2 ENGINEERING ANALYSIS OF THE CONSTRUCTION PROJECT . .15 2.2.1 General plane layout. 15 2.2.2 Watersystem .IS 2.2.3 Analysis of main pollutant sorces .16 2.2.4 Hazard analysis of the petroleumrl and gas station .20 3. ENVIRONNIENTAL CONDITION IN THE INFLUENCE AREA OF THE PLANNED PROJECT ......................... 22 3.1 NATURAL ENVIRONMENT .......................... 22 3.1.1 Location .22 3.1.2 Geological and topographicalfeatures .22 3.1.3 Weather and climate. 22 3.1.4 Hydrological geology .23 3.1.5 Soil. 24 3.1.6 Water basin and hydrologic general conditions .24 3.1.7 Seismic general condition ............................................... 25 3.2 STATUS QUO AND PLANNING OF THE SOCIETY IN FUZHOU ................................................ 25 3.2.1 Urban character .............................................. 25 3.2.2 Geological position .............................................. 25 Guangzhou Research Institute of Environmental Protection & Fujian Provincial Radiation Environnment Supervision Station 2 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 3.2.3 Economic and social status quo of Fuzhou City and Nantai Island ............. ..................... 27 3.3 OVERALL PLAN OF FUZHOU CITY ......................... ............................................ 29 3.3.1 Developrnent objectives of Fuzhou City .29 3.3.2 Development scale of Fuzhou City .29 3.3.3 Development planning of Nantai Island .30 3.3.4 Functional arrangement .31 3.4 Status and Development Planning of Municipal Traffic .32 3.4.1 Status and problems of road traffic in Fuzhou City .33 3.4.2 The goal of traffic development .34 3.4.3 Survey of Public Traffic .36 3.5 Sensitive Protected Goals Surrounding Proposed Parking Lot .40 4 STATUS MONITORING AND ASSESSMENT OF ENVIRONMENT QUALITY . 43 4.1 Status Monitoring and Assessment of Environment Quality .43 4.1.1 Location of monitoring points .43 4.1.2 Monitoring items .43 4.1.3 Sampling time and analysis methods of monitoring ites .43 4 1.4 Assessment standard .44 4.1.5 Monitoring results and assessrment of environmental air .44 4.2 Mvfonitoring and Assessment of Noise Status .45 4.2.1 Monitoring method .45 4.2.2 Setting monitoring points .45 4.2.3 Monitoring tine .45 4 2.4 Assessment standard ofsound environment status .45 4.2.5 Monitoring results and assessment ofsound environment status .46 4.3 Status Assessment of Water Environment Quality .46 4.3.1 Assessment methods .47 4.3.2 Assessment of water environment status .48 5 ASSESSMENT OF ENVIRONMENTAL IMPACT DURING CONSTRUCTION PERIOD 49 5.1 Noise Impact Analysis during Construction Period .49 5.2 Impact Analysis and Mitigation Countermeasures of Environmental Air Quality during Construction Period ..51 5.2.1 Analysis of atmosphere pollution source during construction period. 51 5.2.2 Impact analysis of atmosphere environment during construction period. 51 5.3 I/mpact Assessment of Ecological Environment during Construction Period 52 5.4 Impact Assessment of Water Environment during Construction Period .52 6 ENVIRONMENTAL IMPACT ASSESSMENT DURING OPERATION PERIOD. 55 6.1 Analysis of Impact on Air Environment 55 6.1.1 Analysis of the source of pollution. 55 6.1.2 Mode of atmospheric diffusion. 55 6.1.3 Parameters of atmospheric diffusion. 56 6.1.4 Wind speed and wind direction on ground surface .57 Guangzhou Research Institute of Environmental Protection & Fujian Provincial Radiation Environment Supervision Station 3 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 6.1.5 Predicted results and assessment ................................................................. 58 6.2 Environmental Impact Assessment of Water ................................................................. 59 6.3 Environmental Impact Assessment of Noise during Operation Period [PI 1] ................... 60 7 INMPACT ANALYSIS OF ELECTROMAGNETIC ENVIRONMENT ............. .................... 61 7.1 Contents and Methods of Special Assessment and Impacted Sensitive Targets ......... ....... 61 7.1.1 Contents of special assessment .................................................................. 61 7.1.2 Assessment standard ................................................................. 61 7.2 Mfeasuring Results of Power-Frequency Electromagnetic Field in the Project Site ......... 62 7.2.1 Monitoring instrument .......................................................... 62 7.2.2 Monitoring conditions .......................................................... 63 7.2.3 Layout of monitoring points ........................................................... 63 7.2.4 Monitoring results .......................................................... 65 7.3 Impact Analysis of Power-Frequency Electromagnetic Field ....................... .................... 67 7.3.1 The power-frequency electriefield's impact on personnel ................................................ 67 7.3.2 The power-frequency magneticfield s impact on personnel ............................................. 67 7.3.3 The po wer-frequency magneticfield s impact on CRT display ..................... .................... 68 7.4 ANALYSIS OF IMPACT ON RADIO INTERFERENCE .................................................................... 68 7.4.1 Categories of communications equipment .................................................................. 68 7.4.2 Intensity of receiving signal of interfered communications equipment ........... ................ 68 7.5 RISK IMPACT ASSESSMENT ON THE TRANSFORMER SUBSTATION AND HIGH-VOLTAGE TROLLY WIRE 71 7.6 CONCLUSION AND COUNTERMEASURES ..................................................................... 71 7.6 1 Conclusion ................................................................. 71 7.6.2 Countermeasures ................................................................. 72 7.6.3 Suggestion. ................................................................. 72 8 RISK ANALYSIS AND BUILDING PRELIMINARY PLAN FOR EMIERGENCY ............ 73 8.1 CATEGORIES OF ACCIDENTS AND RISK ANALYSIS ................................................................. 73 8.1.1 Risk analysis offueling ................................................................. 74 8.2 KEY POINTS OF EMERGENCY TREATMENT .................................................................... 75 8.3 DIVISION OF WORK FOR EMERGENCY TREATMENT ................................................................. 75 8.4 EMERGENCY TREATMENT AND EMERGENCY PLAN FOR THE MAJOR ACCIDENTS ......... ............ 76 8 4.1 Emergency treatment for the engineering project ............................................................. 76 8.4.2 Emergency treatment in reservoir area ................................................................. 78 8.4.3 Preliminary plan for emergency of social rescue ............................................................. 80 8.4.4 Brief summary .................................................................... 81 9 EVALUATION AND SUGGESTION OF COUNTERMEASURESS FOR POLLUTION TREATMENT.84 9.1 COUNTERMEASURESS FOR SEWAGE TREATMENT AND FEASIBILITY ANALYSIS ......... ............. 84 9.2 COUNTERMEASURESS FOR WASTE GAS TREATMENT .................................. ........................... 86 9.3 PREVENTION AND TREATMENT FOR NOISE ........................................................................ 86 9.4 COUNTERMEASURESS FOR DANGEROUS ARTICLES ............................................................... 86 9.5 POLLUTION PREVENTION MEASURES DURING PROJECT CONSTRUCTION ............................... 87 Guangzhou Research Institute of Environmental Protection & Fujian Provincial Radiation Environment Supervision Station 4 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 9.6 ESTIMATION OF INVESTMENT FOR ENVIRONMENTAL PROJECT ............. . .............................. 89 10 PUBLIC PARTICIPATION .................................................... 90 10.1 PURPOSE AND MEANING OR PUBLIC PARTICIPATION ............................................................. 90 0.4 FIRST PUBLIC PARTICIPATION SURVEY .................................................................. 90 10 4.1 Investigation M ethod and Content .................................................. 90 10 4.2 Statistics and analysis offindings of public opinions . ................................................. 91 10.5 SECOND PUBLIC PARTICIPATION SURVEY .......................................................... 93 10. S.1 Supporting opinionsfor construction of the Project ............................................ 94 10.5.2 Issues worried by the interviewees .............................................. 94 10.6 BRIEF SUMMARY ON PUBLIC PARTICIPATION OPINIONS ......................................................... 95 11 ENVIRONMENTAL PROTECTION MANAGEMENT AND ENVIRONMENTAL MONITORING PLAN ................................................. 96 11.1 ENVIRONMENTAL PROTECTION MANAGEMENT ............................................................. 96 11.1.1 Environmental management agency ......... ............................ . ....... 96 11.1.2 Environmental management responsibilities ................. .............................. 96 11.1.3 Personnel training ............................................... 99 11.2 ENVIRONMENTAL MONITORING PLAN . . .100.......................................................... ,o 11.2.1 Monitoring points .............................................. 100 11.2.2 Items, frequencies and durations .............................................. 100 11.2.3 Monitoring data analysis and management ........ ....................................... 101 12 MAIN CONCLUSIONS OF ASSESSMENT ................................................ 103 12.1 NECESSITY OF CONSTRUCTION PROJECT .103 12.2 ASSESSMENT ON THE CURRENT STATUS OF ENVIRONMENTAL QUALITY .103 12.3 ASSESSMENT ON THE ENVIRONMENTAL IMPACT DURING THE OPERATION PERIOD .104 12.4 ASSESSMENT ON ELECTROMAGNETIC ENVIRONMENTAL IMPACT .105 12.5 RISK ANALYSIS AND EMERGENCY SCHEME .106 12.6 ANALYSIS OF COUNTERMEASURES FOR POLLUTION MITIGATION .106 12.7 PUBLIC PARTICIPATION .106 12.8 1 .............................. 107 Guangzhou Research Institute of Environmental Protecton & Fujian Provincial Radiation Environment Supervision Station 5 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 1. General 1.1 Reasons and Purpose for the Project Report 1.1.1 Necessity and reasons for the project construction Urban public traffic is a crucial component of city traffic, and public service plays an important role in the quality of the urban citizens' life. During the construction period of the "Ninth Five-Year Plan", the social economy in Fuzhou City has made a rapid progress, the urban city scale has been extended, the population and the land layout of the city have been changed a lot, and meanwhile the public traffic has been altered foundamentally. With the guidance of the policies of "Make a great change in three years" and "Give priority to public traffic" of the CPC committee and the municipal government of Fuzhou, the public traffic thereof starts to get out of the bad condition and has made a speedy improvement with various items of indexes altered qualitatively. However, planning and construction of the stations, maintaining yards, junction station, and the first and last bus stops of the public traffic lack systematicality; and the first and last bus stops, the stations and stops are short of land use. The above factors restrict the further development and betterment of the public traffic. Therefore, the CPC committee and municipal government of Fuzhou decide to build Jinshan Central Bus Parking Lot to supplement for the public traffic stations in downtown area and the new city area so as to improve the service level and quality of public traffic. The project is close to Pushang Industrial Zone. Opposite to Pushang Road is the Jinshan residential area in planning, to the west is Jinshan Park, and to the north is the substation and Pushang long-distance passenger transport station. The capital raised for construction of this project is to apply for World Bank financing together with Kuiqi Bridge. In accordance with stipulations in Measures for Environmental Impact Assessment of People's Republic of China, State Council of PRC No. 253 Regulations on the Administration of Constnrction Project Environmental Protection, and The World Bank Operational Manual- Environmental Assessment (OP4.01), environmental impact assessment must be carried out for construction projects. In June of 2004, authorized by Fuzhou Traffic Committee, Guangzhou Research Institute of Environmental Protection (Certificate No. of environment assessment: GHPZJZ 2802) undertakes the preparation of the Environmental Impact Assessment Statement oj Jinshtan Central Bus Parking Lot of' Fuzlou City. 1.1.2 Purpose of assessment The project will undoubtedly solve the increasingly serious problem of maintenance of buses in Fuzhou. However, whether the construction and operation period will harm the natural and social environment or not is under attention. This assessment aims at as per regulations and standards like Environmental Protection Law of People's Republic of China, carrying out investigation on the environmental quality status of atmosphere, sewage and noise etc. in the planned area of the project, analyzing the pollutants in the lIT ~~~~~~~~~~~~~~~~~~~~~~~~~~6 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station project, sufficiently understanding and objectively assessing impacts on the natural, social and economical environments and putting forward mitigation measures of environment influence and plans for pollution control so as to realize the harnonious development of economic advancement and environmental protection in the construction and operation of the project, and to give full play to the benefits of the project. 1.2 Preparation References (1) State Council No. 253,Regulations on the Administration of Construction Project Environmental Protection Nov.,1998; (2) Law of the People's Republic of China on the Environmental Impact Assessment (executed from Sep. 1, 2003); (3) HUAN JIAN (1993) No. 324 Notice on Strengthening Management Upon Environmental Impact Assessment of Projects Funded by International Financial Organizations; (4) The World Bank Operational Manual- Environmental Assessment(OP4.01) ; (5) The World Bank Operational Manual- Natural Habitats.(OP4.04); (6) The World Bank Operational Manual-Management Of Cultural Property In Bank-Financed Projects (OP4.1 1); (7) Letter of Trust by Fuzhou Municipal Development Planning Commission to Guangzhou Research Institute of Environmental Protection for Preparation of the Environmental Impact Statement on Parking Area Construction of Fuzhou Jinshan Central Bus Station (8) Projet Proposal on Parking Area Construction of Fuzhou Jinshan Central Bus Station (Including Feasiblitly Study Report); (9) Outline of Environmental Impact Assessment on the World Bank Financed Parking Area Construction of Fuzhou Jinshan Central Bus Station; (10) Minutes of Meeting on Technical Evaluation of the Outline of Environmental Impact Assessment upon Parking Area Construction of Fuzhou Jinshan Central Bus Station (Oct.27-29, 2004) 1.3 Applicable Laws and Regulations for Assessment (1) Environmental Protection Law of the People's Republic of China (Dec.1989); (2) Law of the People' s Republic of China on the Prevention and Control of Environmental Noise Pollution (Oct. 1996); (3) Law of the People' s Republic of China on the Prevention and Control of ,)9Il+-i yrn4*bif &493 7 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station Atmospheric Pollution (Amended on Apr.2000); (4) Law of the People' s Republic of China on the Prevention and Control of Water Pollution (Amended on May 1996); (5) Law of the People's Republic of China on the Prevention and Control of Environmental Pollution by Solid Waste (Oct.1995) (6) Notice on Publication of the " Sites for Construction Project Environmental Protection (The 1st Batch) (Natioanl Envionmental Protection Bureau [200 1]No.17); (7) Provisions on the Environmental Administration of Electromagnetic Radiation (Mar.25,1997); (8) Technical Specification for Environmental Impact Assessment of Electromagnetic Radiation in 500kV Supertension Power Transmission and Transformation Projects (HJ/T 24-1998); (9) Guideline on Environmental Protection Administration of Radiation- Procedure and Standard for Environmental Impact Assessment of Electromagnetic Radiation (HJ/T 10.3-1996) (10) Guideline on Environmental Protection Administration of Radiation- Monitoring Instrument and Methods for Electromagnetic Radiation (HJ/T 10.2-1996); (11) Regulations of Fujiang Province on Environmental Protection 2002; (12) Overall Planing of Fuzhou City (1995-2010); (13) Regulations of Fuzhou Municipality on Environmental Protection 2002; (14) Urban Environment Planning of Fuzhou City (Sep. 2001); (15) Environment Planning of Nantai Island of Fuzhou City (Sep.2000); (16) Measures of Fuzhou MunicipalityforManagement upon Urban Afforestation and Greening (2001); (17) Procedure for Measurement of Environmental Noise in Urban Area (GB/T14623-93) (18) Industrial Standard of People's Republic of China on Environmental Protection-Technical Guidelines for Emvironmental Impalct Assessment (HJ/T2.1 -2.3-93); (19) Technical Guidelines for Environmental Impact Assessment (Sound Environment)(HJ/T2.4-1995) (20) Technical Guidelines for Environmental Impact Assessment (Non-pollution Ecological Impact) (HJ/T19-1997) T.I.It3q;aitH te4;rfRfi5&g}Fse SBBt8 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 1.4 Assessment Standards (1) Category II and VI standards in Standard of Environmental Noise of Urban Area (GB3096-93); (2) Noise limit in various construction phasts in Noise Limits for Construction Site (GB12523-96); (3) Catogory II standards in Ambient Air Quality Standard (GB3095-1996) and the amendment; (4) Limits and Measurement Methods for Wmissions from Light-duty Vehicles( I ) (GB18352.1-2001); (5) Limits and Measurement Methods for Wmissions from Light-duty Vehicles (It) (GB18352.2-2001) (6) The second section of Limits and Measurement Method for Exhaust Pollutants from Compression Ignition (C.I.) Engines of Vehicles (GB17691-2001) (7) Limits and measurement methods for exhaust emissions from positive ignition (PI) engines of vehicles and vehicles equipped with PI Engines (GB 14762-2002) (8) Category III standard in Environmental Quality Standard for Surface Water (GB3838-2002) (9) Control Standards for Total Quantity of Pollutant Discharge in Minjiang River (DB35/321-2001); (10) Class III standard in Integrated Wastewater Discharge Standard (GB8978-96). 1.5 Assessment of the Environmental Functional Districts of the Planned Project Area and the Execution Standards 1.5.1 Functional districts of sound environment According to the regulations of (./rban Enmironnicnt Planning ot'f Ful.zho Cityl, the functional districts in the assessment scope of sound environment are mainly Category II district and Category VI district, and thus the sound environmental quality shall apply Category II and Category VI standards specified in GB3096-93. Thereinto, the west and north sides of Jinshan Central Bus Parking Lot are roads. The west and north peripheries are Category VI districts, and the east and south peripheries are Category II districts. The standard values of environmental noise in these functional districts are detailedly shown in Table 1.5-1. Table 1.5-1 Standard Values of Sound Environment Quality Assessment Unit: dB(A) Class Day Night T Peripheries Reference VI-tE;;f & 4W4tefFtg;&gBg$EleFa 49 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 4 70 55 West and North Standard of I_________________________________________ Environmental 2 60 50 East and South Noise of Urban Area (GB3096-93) 1.5.2 Functional districts of ambient air In accordance with related contents in Urban Environment Planinigt of FuzIhou City, the whole area of the assessment scope of ambient air in this project can be classified as Category II functional districts of ambient air, and shall apply the standard for Category II stipulated in Ambient Air Quality .Standardls and the revised edition. The detailed standard values are shown in Table 1.5-2. Table 1.5-2 Standard Values of Ambient Air Quality Unit: mg/m3 Factors for Sampling Time Density Reference surveillance and Limit assessment CO I Hour 10.00 Ambient Air Quality Standards NO2 t Hour 0.24 (GB3095-1996) Category II PM,0 24Hours 0.15 standard 1.5.3 Functional districts of water environment and execution standards The project sewage shall be discharged into Jinshan Sewage Treatment Plant and the final reception water body is Beigang in reference with the Category III standard of GB3838-2002. 1.6 Scope of Assessment (1) Atmospheric environment: peripheries within 200m of the borderline of the selected area of the project; (2) Sound environment: the scope within Im of the borderline of the maintenance yard. 1.7 Main Technologies and Measures for the Assessment The environmental impact assessment will be carried out according to the stipulations of HUAN JIAN (1993] No. 324, the requirements of The. World Bank Operational Manual- Environmental Assessment (OP4.01) and the technical guidelines and criteria about assessment issued by the Environmental Protection Bureau of the country. On the basis of the first-hand investigation and survey of the project area, set up sampling locations of ambient air and noise for regular monitoring and experimental analysis. In combination with the monitoring data of the area in recent years, accurately determine the environmental quality status of the area. Adopt relevant mathematical models to carry out environmental impact assessment and bring forward corresponding measures for pollution control. P )II;)+1_ F 10 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 1.8 Selection of Assessment Factors As per the sewage features of construction projects, the following factors are selected for assessment: (I) Atmospheric environment: Status quo: PM1o, NO2; Impact forcast: NO2, hvdrocarbon (not inclulde C04), CO. (2) Sound environment: noise during construction and operation period (3) Water environment: for status quo, pH value, COD, BOD, DO, petroleum, and NH3-N 1.9 Classes of Assessment 1.9.1 Classification measures stipulated in OP4.01 of World Bank In accordance with the classification measures stipulated in The World Bank Operational Manual- Environmental Assessment (OP4.01), and as per the pollution characteristics of construction projects, source intensity of the pollutants and the environmental status of the project area, a comprehensive environmental assessment is required for the project construction of Jinshan Central Bus Parking Lot of Fuzhou, which is classified as Category A. 1.9.2 Classification of domestic environmental impact assessment Different from that of the World Bank, the environmental impact assessments in China as per the technical guidelines of environmental impact assessment in China are classified into three classes. Around Jinshan Central Bus Parking Lot is an office building, employees' boarding house, maintenance yard, and petroleum and gas station. The sewages therefrom are respectively discharged into the oil traps and then into the municipal sewage pipe networks outside the station. The final destination of the sewages is Jinshan Sewage Treatment Plant, and the final reception water body is Beigang. The water environment of Beigang applies Category III standard of GB3838-2020 and the environmental impact assessment is determined as Class III. After the completion of the project, there will be a relatively little impact on the sensitive points of sound environment. As per the related regulations in Technical Guideline for Environmental Impact Assessment (sound environment) (HJ/T2.4 - 1995), the sound environmental impact assessment of the project is defined as Class III. According to the stipulations in Technical Guideline for Environmental Impact Assessment (ambient air) (HJ/T2.2 - 93), the air environment impact assessment is determined as Class III. )0 81i 91 JA a VI 4 tt&g 1* iuf IL, pi MA A W 49 Af -VT I 1 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 2 Overview of the Construction Project and Project Analysis 2.1 Overview of the Construction Project 2.1.1 Property of the construction project The project of Jinshan Central Bus Parking Lot of Fuzhou is one of the World Bank financed projects in Fuzhou. The total investment therein is RMB 91,910,340 Yuan, 35% of which comes from the financing of the World Bank. 2.1.2 Construction location and land acquisition The project is located to the north of Pushang Industrial Zone, to the north is Pushang Road, to the east is the substation, to the south is Gaozhai and Geyu Village (including Hongjiang Road under planning) and to the east is Hongwan Road in plan. The specific location is shown in Figure 2.1-1. The project will take up a total area of 12.288 hectares of various kinds of lands (including parts of the roads), among which, area of buildings is 42.1 Smu, pond area 3mu, nursery garden 104.1 9mu, and the others are grassland or empty area. 2.1.3 Contents and scale of the construction project The project of Jinshan Central Bus Parking Lot, after completion, can hold 324 buses. It has a dispatching center of public traffic, a junction station, a maintenance yard, petroleum and gas station, and employees' boarding houses etc. The project will be divided into two phases for construction. 2.1.3.1 Construction content in Phase I (1) The present public traffic lines of the new area of Jinshan have 218 buses. And the newly-developed lines are 9 lines, with 176 added buses. The parking of these buses is urgent to be resolved. Therefore, the first task shall be the construction of public traffic station, and the scale shall hold 200 buses. (2) Buses will feed petroleum or gas at least once a day, usually before parking at night or before starting in the moming. Therefore the petroleum and gas station shall be simultaneously constructed with the station. In order to avoid repeated investment and construction, it is better to finish the petroleum and gas station for only one time which can satisfy the supply for 300 buses both at night and in the daytime. Part of the station can be operated towards extemal businesses. (3) It is necessary to prepare a repair shop in the station of public traffic for the repair of vehicles operating every day. The scale shall be adapted to the land scale of Phase I and the service condition. The floor plan of Phase I project is shown in Figure 2.1-2. For the main economic indexes of Phase I project, see Table 2.1-1. g-y1. tA i-t4 *E 1i 3q ;& w t w41 TI I 9 1 2 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station Table 2.1-1 Economic Indexes of Phase I Project Quantity Unit (hectare) Total area of land 4.34 Hectare acquisition Land of station (200 buses) 2.23 Hectare Land of repair shop 0.25 Hectare Land of petroleum and gas 0.54 Hectare station Office building of the gas 348 m2 station Washing workshop 3 set Afforestation area 0.41 Hectare 2.1.3.2 Construction content of Phase II (1) On the basis of Phase I project, properly extend the station in order to satisify the requirements of bus parking for the medium and long term of Jinshan new area. The scale shall be able to hold 300 buses. (2) With the development of the new area of Jinshan, and the increase of public traffic lines, it is important to carry out supplementary construction of the first and last bus stops. For the present, there are only two initial and final stations in Jinshan Exhibition City and Industrial Zone. A majority of buses are parked along the road. In Pushang District, the Pushang Industrial Zone has been completed. Jinshan residential area to the north of Pushang Road is under development and construction. It is obvious that there will be a certain amount of passenger flows in the block in the next few years. Therefore, the construction of initial and final stations in combination with the station shall be carried out to meet the requirement of the passenger flows, and to balance the layout of the network of public traffic lines. After completion of Pushang Bridge, the first and last bus stop shall be upgraded as a junction station in connection with the University City and the downtown area. 8 lines are planned for the station. (3) The key in Phase II project is to construct the elementary maintenance yard and repair shop in the station, so that the first and second maintenance of buses shall be completed in the station and meanwhile the repair work of 300 buses shall be finished in the station. (4) In 2010, there will be 2880 buses for public traffic in Fuzhou. With the increase of buses and public traffic lines in operation, the dispatching by man cannot meet the requirements. Therefore, the construction of a modernized dispatching and control center for public traffic becomes urgent and will be beneficial to the promotion of service level and work efficiency of public traffic as well as to the maintaining of sustainable development of city traffic. (5) In the station, build some boarding houses for the employees so as to provide a place for the drivers and stewards of the buses in wee hours to r-9ii [5M;ttif 4tHR8;&giES+SFSiXX 13 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station rest at night. (6) To eliminate the impact on the surrouding environment, it is required to increase the afforestation rate of the field in Phase II project. The floor plan of Phase II project is shown in Figure 2.1-3. Refer to Table 2.1-2 for the main economic indexes of Phase II project. Table 2.1-2 Economic Indexes of Phase II Project Quantity Unit Dispatching and Dispatching and control center 10262 m control zone Dispatching room 115 m2 _____ _ Dispatching equipment 342 set Waiting zone Coi prehensive building 420 mi Lounge hall 1600 mz Service room in lounge hall 8 lfil Ticket room, boiled water supply2 room, tool room and 106 m2 supplementary workshop Parking lot and Repair shop 7032 m maintenance zone Maintainin shop 5018 Maintaining equipment 342 Parking lot of buses 15873 _m~ Petroleum and gas Petroleum and gas house 1705 _ station Office bulding 348 m Underground store house of 499 m 2 petroleum and gas Fillins eguipment 342 set Washin( workshod Washing workshop 4 set Auxiliary and living Boarding house of employees 3380 mei facilities Auxiliars stores 1200 ml Lodge 100 m~ W.C. 32 rn Afforestation 17630 2 2. 1.3.3 Project profile after completion of Phase I and Phase II i ~~~~~~The assessment object is the general content of Phase I and Phase II. i ~~~~~~(1) 3-5mn width of green belt along the roads surrounding the field, and green belts around the dispatching center and employees' dormitory buildings (2) A capacity of 300 buses of the parking lot scale (3) Departure of 100 shifts of the 8 lines every hour in the junction station (4) Maintenance of about 38 buses in the maintenance yard every day (5) Gas filling of 19500m3 for 300 buses in the parking lot every day, and the external business: 7800m3 gas filling for passing-by taxies in the petroleum and gas station. J 911ygip4Sttg>t'gtgt§2 ~~~~~~~~~~~~~~~~~14 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station Table 2.1-3 Project Profile S/N Project Name Basic Data Capacity of the parking lot (bus) 300 2 Daily power consumption (kwh) 5201.07 3 Daily water consumption (m'ld) 440 4 Fixed number of employees (persons) 100 5 Total investment of the project 12014.82 (RMB I0,000 Yuan) 2.2 Engineering Analysis of the Construction Project 2.2.1 General plane layout The spatial arrangement of the station: office block, residential area, parking lot, initial and final station, petroleum and gas station and maintenance yard. The details are shown in Figure 2.1-2. The office block and residential area are the most populous areas inside the station, located at the northwest of the field, and close to Jinshan Park, providing a good environment for recreation, work and living of people. The first and last bus stop is located at the southwest of the field, a best and convenient position for the passengers of Jinshan Industrial Zone and the long-distance passenger station. The arrangement of the parking lot makes it convenient for buses to stop in any berth. 2.2.2 Water system 2.2.2.1 Supply system The municipal supply net feeds water into the pipeline in the station. The designed daily maximum supply is 440m3. 2.2.2.2 Drainage system Separate system for rain and sewage is adopted for drainage. Rain water above the buildings is discharged by means of internal drainage method. The fecal sewage of the office buildings and the boarding houses, after processed in the treatment tank, is discharged into the municipal sewage network; sewages of the eatery, washing workshop, gas station, maintenance and cleaning are piped into the separate oil traps for pre-treatment and then discharged into the municipal drainage networks. The total amount of drainage is 357.7m3/d. 2.2.2.3 Fire-fighting system Fire hydrant systems are installed in the office buildings, boarding houses and the garage. Automatic sprinkler system is adopted in the garage. For fire-fighting subareas in the garage, prepare fire-proof roll screens. Conserve fire fighting water in the water tank of the maintenance workshop and comprehensive building. In the fire pump room of the garage, set up fire water pond to ensure the water supply of the hydrant system. III "r Al@p f4ffR r&V £TSA NY 15 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 2.2.3 Analysis of main pollutant sources 2.2.3.1 Status quo and exhaust condition of buses The public traffic system in Fuzhou has various sorts of vehicles in operation, of which, a large proportion are vehicles with diesel engine. It is shown in Table 2.2-1 and Table 2.2-2 that the models and exhaust conditions of the public buses. The standard of pollutant exhaust in Table 2.2-2 are GB14761.5-93 Emission Standard for Pollutants at Idle Speed from Vehicle with Petrol Engine and GB14761.6-93 Emission Standardfor Smoke at Free Acceleration from Vehicle with Diesel Engine, and the inspected data of the exhaust emission for vehicles with petrol engine is at idle speed, while that of the vehicles with diesel engine is at free acceleration. Table 2.2-1 Models of Public Buses Vehicle Cyclinder capacity Rated Oil Actual oil Category Model of engine (ml) (c/On km) consump)on Vehicle CAI OC (Jiefang) 5550 with petrol CA6102Q (Jiefang) 5560 30.5 29.91 engine EQ6102Q (Dongfeng) 5420 Vehicle CY6102BQ 5785 with diesel (Chaoyang) 23 22.34 engine 6BT5.9 (Cunmins) 5880 Table 2.2-2 Emission Condition of Waste Gas of Public Vehicles in Operation Emission standard Actual inspected data Vehicle category CO Hydrocarbon Vehicle CO Hydrocarbon (%) (ppm) catogory (%) (ppm) Petrol New 4.5 1200 Petrol engine 1.2-2.0 300-600 engine Old 5.0 1500 Ptoege 12. 306 Diesel engine 4.5-51FSN Diesel engine 2-3FSN Notes: new vehicles refer to vehicles after July 1, 1995, those before are old ones. 2.2.3.2 Analysis of main air pollutant sources After the completion and putting into use of the station, the emission thereof mainly comes from the exhaust of motor vehicles and the soot from the eatery. 1) Exhaust of motor vehicles in the station There are 300 berths for motor vehicles in the station. Pollutants in the exhaust of them are mainly nitrogen oxides, CO, hydrocarbon and black smoke, which are diversified with the diversity of the categories of the vehicles and the driving speed thereof Table 2.2-3 Comprehensive Emission Factors of Heavy Duty Petrol Cars and Heavy Duty Vehicles with Diesel Engine Operating Heavy duty petrol cars Heavy duty diesel vehicles condition HC I CO I NOx HC I CO NOx 30km/h (g/km) 12.72 81.25 6.28 2.47 7.15 12.82 16 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 1Okm/h (g/km) 26.85 195.28 5.59 4.27 16.10 18.69 5km/h (g/km) 37.76 256.35 5.41 4.99 20.60 21.24 Idle speed 1.34 9.50 0.01 0.30 0.50 0.33 (g/min) 300 berths are planned in this station, for parking of public buses at night. In the junction station, there are altogether 100 shifts of the 8 lines every hour, thus there are 1900 buses/times/d coming into or leaving the parking lot. The running speed is Shmi/h, average idle speed time is 5min and the average running distance is 400m. Therefore, the average emission of air pollutants of each vehicle coming into and leaving the parking lot shall be calculated as per the following fornula: Si=(Eig , L+Iig T) Fg+(Eid+Id , T)Fd Thereinto, Eig is the comprehensive emission factor of heavy duty petrol cars; Iig is the emission factor of heavy duty petrol cars at idle speed; Fg is the proportion of petrol cars; Eid is the comprehensive emission factor of heavy duty diesel vehicles; Iid is the emission factor of heavy duty diesel vehicles at idle speed; and Fd is the proportion of diesel vehicles. The proportion of petrol vehicles is 40% and that of the diesel vehicles is 60%. Therefore the average emission amounts of each vehicle entering and exiting the parking lot are: HC10.82g, CO 66.45g, and NOx 6.97g. The average emission of air pollutants in the parking lot is shown in Table 2.2-4. Suppose that the tumover vehicle flow at peak hours in the station is 100 buses/times/h, the source intensity of air pollutants in the station at peak hours is shown in Table 2.2-4. Table 2.2-4 Air Pollutants from Motor Vehicles in the Station HC CO NOx Emission factor per vehicle 10.82 66.45 6.97 (g) Daily emission (kg/d) 20.56 126.26 13.24 Emission at peak hours (g/s) 0.30 1.85 0.19 2) Waste gas from the eatery There are 100 employees in the station. Gas cooker units are to be installed in the eatery. Oil gas is planned to be used. There are two cooking stoves with a smoke emission of 2000m3/h. To be calculated as 3 hours of operation per day, the smoke emission from the eatery will be 12000m3/d. 2.2.3.3 Analysis of main water pollutants 1) Main souces of drainage out of the parking lot: a. Sewage from washing the vehicles in the washing workshop; g i11t4git4ttg>Xat§# ~~~~~~~~~~~~~~~~~~17 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station b. Washing water in the maintenance workshop; c. Sewage in the waiting zone; d. Sewage from office building and domestic sewage; e. Sewage from the eatery. Table 2.2-5 Condition of Production of Sewage Functional area Scale Calculation Amount of sewage __________________ ____________coefficient (m3/d) Domestice sewage 100 people 0.315m3/d person 31.5 of employees Washing workshop 60 vehicles/d I m3/vehicle * time 60 Maintenance 12050 mL 0.02 m3/ m2 d 241.0 workshop Waiting zone 2020 m' 0.01 m 3/ m2 d 20.2 Eatery 100 people, 3 meals 0.05 m3/person * meal 15 Working sewage of 100 people 0.05 m3/d * person 5 employees Total 357.7 m /d Table 2.2-5 Production and Discharge Condition of Pollutants Vegetable Sewage CODcr BOD5 SS Petroleum and animal oil Domestic sewage 250 150 180 -- 28 (31.5m /d) Maintenance workshop 300 100 200 150 -- (240.1 m3/d) Sewage of washing (60 Density 250 80 150 20 in3/d) Density__ _ __ __ _ __ _ Waiting zone 2mg/L) (023/d 280 180 200 Eatery Eate3r 400 250 200 150 Working sewage of 200 120 150 -- 20 employees (5 m /d) Required density of 500 300 400 30 100 connector (mg/L) Domestic Discharge sewage density 250 150 180 -- 28 (31.5m /d) (mg/L) Maintenance workshop 300 100 200 30 (240. 1m3/d) F tIlT rgtit4@bA2g>g8gtggt§4 18 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station Sewage of washing (60 250 80 150 20 m 3/d) _ _ _ _ _ _ _ _ Waiting zone2818 20 -- (20.2m3d) 280 180 200 Et3/d( 400 250 200 100 Working sewage of 200 120 150 20 emplo 'ees (5 m /d) 2) Collection of initial rain water and the pollutants therein Because of the incoming and leaving of vehicles in the parking lot, there must be some leakage or drop of pollutants. In case of raining, those pollutants will be brought into the rivers with the rain. These are pollutants of non-point source pollution. In order to eliminate these kinds of pollutants, it is planned to collect the initial rain water in the first 1 5min for process in biochemical pond and then the rain water is discharged with other kinds of sewage. The pollutant parameters of water quality of the initial rain water in the maintenance yard are mainly BOD5, CODCr, petroleum and suspended matters etc. The production of initial rain water can be estimated as per the formula: Initial rain water discharge amount (t/d) = annual average quantity of precipitation in the project area (m) X runoff coefficient X gathering area (mi2) X 10%/annual precipitation days. The runoff coefficient is 0.8, the annual 2 quantity of precipitation is 1354mm, the gathering area is 122,400m , and the annual precipitation days are 150 days. Table 2.2-6 Initial Rain Water Pollutants .. . ~~~~~Before zrocess Initial rain waterBeoercs ___________ram___water ___Petroleum CODc, BOD5 SS Density 70.0 200 60 50 Quantity 88.4m3/d mgIL Production 6.2 17.68 5.30 4.42 kgld Sewage of the project, in case of meeting the requirements of connectors, shall be discharged into the municipal sewage pipeline network to be treated in Jinshan Sewage Treatment Plant. As per Table 2.2-5, sewage in need of pre-treatment is the oily sewage from the maintenance and repair workshop, and the quantity thereof is 240. 1m3/d. 2.2.3.4 Noise source The noise of this project mainly comes from the spare generator room, the air compressor plant, and operation of machine in maintenance and repair shop as 4+1 r~ 9, tgtA R IP jr,4 * qJf iL'JW &V2g 31 g Sf3V, JM, J it§ 19 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station well as the noises of the public buses. The levels of the noises from various sources are: generator 105 - I lOdB(A), air compressor75 - 85dB(A), machines and equipment 80-9OdB(A), and the public buses 79-82dB(A). Noises in the construction period mainly come from the construction machinery and the noise value thereof is 86- 112dB(A). 2.2.3.5 Solid waste The solid waste of this project is mainly the production waste residue in the parking lot and the domestic garbage of the workers. The production waste residue, to be calculated as per 10kg for each maintenance vehicle, 38 vehicles per day, will be about 0.38t/d, and will be 138.7t per year; the domestic garbage, to be calculated as per 0.5kg/person/d, will be 0.05t/d and 18.25t per year. 2.2.4 Hazard analysis of the petroleum and gas station 2.2.4.1 Function and scale of the petroleum and gas station Oil tanks and gas tanks are set in the petroleum and gas station, supplying petrol, diesel and CNG. There will also be automatic weighing devices. Therefore the station can admit the operations of petroleum or gas filling of several vehicles simultaneously. (1) Physical property of the stored oil 904 Lead-free petrol Flammable liquid, colorless to light yellow, with a special odour, highly volatile; relative density 0.8, boiling point 37.8C, relative density of the gas 3.0, insoluble in the water, lead content<0.013g/l, sulfur content<0.15g/l; flash point -43°C--23C, self-ignition point280C, explosive rangel.4'-7.6%, poisonous, narcotic in case of inhalation of high density. Petrol is classified as Item I Class I dangerous article of flammable liquid with low flash point in the harzardous degrees stipulated by the state, the serial number is 3001. Diesel Light green, transparent liquid, degree of color< No.2, with a special odour, insoluble in water, flammable, if meet with heat source, open fire or strong oxidizer, easy to be lighted; relative density 0.85, melting point -29.56C, boiling point 180-370°C, and flash point 40°C. Gas density 4, gas pressure 4.OkPa, flammable limits of the mixture of air and the gas 0.7-5.0%, the residue carbon in the 10% residual oil below 0.3%, cetane number above 45, sulfur content300-500ppm, and nitrogen content 10-100ppm. (2) Physical property of CNG The main component of CNG is the hydrocarbon in paraffin, composed of rl+i-il4af>K4teb0tfi5&g3t1 rrilgtpeF#r#itMliUlW; 35 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station frame with complete functions and reasonable structure and greatly make full use of the functions of existent roads to make most roads in urban areas convenient for the traffic lines extending outward and improve the benefit in scale of road network. As per Comprehensive Planning of Nantai Island in Fuzhou made in 2000, recently Huandao Road along the both sides of Minjiang River and Wulong River will be gradually constructed on Nantai Island. Take development of travel resource along rivers as a chance, promote the development of the land along rivers and accelerate the urbanization process of unestablished zones. The Status and Development Plan of Traffic in Fuzhou Since the reform and open policy has been implemented, great achievements have been made in social economy and city construction of Fuzhou, however, the city traffic problems become more and more serious. The slow increase of roads cannot meet the requirement of rapid increase of motor vehicles, so the conflict between demand and supply becomes more and more acute and the traffic environment of urban areas gradually worsens. According to Overall Urban Planning of Fuzhou City, the general layout of urban areas is as following: taking areas along the rivers and the coast as main development axis, distribute a center city and 10 satellite cities along Minjiang River, Wulong River and the sea where convenient traffic with high speed is available. A spatial pattern of modem city appearing Type "L" with a central city as center and 10 satellite cities as surroundings has come into being. The existent road network of urban areas (North Minjiang River) is basically in the form of square grid while the road network of Cangshan (Nantai Island) appears the layout of free state and the main lines hasn't still formed a system. Since the New Century, the construction of urban areas takes "Expanding Eastward, Progressing Southward and Developing Westward" as the dominant direction, puts emphasis on development of Nantai Island and University City. The layout of central city adopts the group layout taking traditional central axis of Road 817 and modern development axis of Minjiang River as frame and Gutai District as the core, six districts i.e. Gushan, Xindian, Cangshan, Jinshan, Gaishan and Jianxin as outer surrounding closely and developing independently. 3.4.3 Survey of Public Traffic r- )+1 -rv 41 JA -a lp f4 eq* w 3S ufi & ig 3t w $9 V 511- A tr M 36 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 3.4.8.1 Review of development of public traffic in Fuzhou Fuzhou Public Traffic General Company, with a history of 47 years, was founded on Jan.l, 1952. With the support of Municipal CPC Committee and Municipal Government of Fuzhou, in rencent years great development of public traffic has been achieved in Fuzhou. Till the end of 2002, General Company owns 1,472 vehicles, 94 lines with a total length of 1,349km and a network length of 404km, 4,859 staff, 116 ticket check points, 12 junction centers and 3,148 bus stops including 70 concrete platforms and 132 stainless steel platforms. There are 9 sub-companies subordinated to General Company. Company One, Two and Three are the main force to carry passengers in urban and suburban areas. Company Four undertakes long distance transportation from Fuzhou to Guangzhou and Shenzhen. Since Minibus Company was founded in October of 1993, it has been developed into a Class II Legal Unit with 401 minibuses and 31 lines. The advantages of small size and flexibility of minibuses have been made full use and urban areas and Xincun Community have been linked together, which are popular among residents of Xincun Community. Sanshan Trade Company, advertisement companies, fittings for motor vehicles companies and overhauling factories, as per the range of business, carry on business such as external commodity trade, advertisements on carriages and platforms, fittings for motor vehicles and overhauling, medium repair and minor repair. In order to adapt to the demands of reform and open in Fuzhou, a foreign capital of 160,000,000 Yuan has been introduced by General Company since 1996. In addition, a capital of more than 20,000,000 Yuan has been raised through collecting money from staff and accepting donation from industrial and commercial enterprises of society to purchase more than 400 vehicles with air conditioners and develop and rebuild 21 old lines, thus the level of buses in Fuzhou becomes higher. 3.4.8.2 Status and problems of public traffic The construction of stations is always the weak link of public traffic development in Fuzhou, which has limited the further development of public traffic and seriously affected the normal operation of city roads. r- -i- )ll t8;gi$]4te¢3tg>t$ggt X 37 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station (1) Lag of Station Construction In the past years the construction of public traffic lags seriously behind and the infrastructure of public traffic lacks of investment. Since 1995, there is no appropriation from government so that Jinshan Parking Area, Xiayuan Parking Lot, Kuai'an Parking Lot and Houban Overhauling Factory planned to be constructed during the period of "the Eighth Five-Year Plan" become umcomplete projects. At present, about 50% (700) vehicles have no parking lot to park and guaranteed repair, only being parked at roadside. Some fleets temporarily lease yard for parking and maintenance. At the first and last bus stop of some buses, there are no parking lots, even no station houses. In some newly-built residents'communities such as Jinshan Community, the planning and construction of the first and last stop of buses lag behind so that the traveling of residents is difficult. In some areas, the layout of newly-developed lines will have to be extended and diversed for the impact of land use of the first and last bus stop, which will have an effect on the service range of public traffic. For those stations, which is provided by some cooperative units, especially developers of real estate, will be for free to public traffic department at the beginning for their own benefits, but the situation is not pleasant later. (2) Unreasonable Layout of Stations For historical reasons, buses on part of routes to suburb in Fuzhou are always parked in the center of city such as Wuyi Square at Nanmen and Taijiang etc. and the land for parking cannot be ensured, which is unfavorable for organization of traffic in the center of city, so its location must be optimized. In addition, as per the survey of traveling by bus, residents are not satisfied with discommodious change caused by unreasonable location of bus stops, especially the routes and stations with a large amount of passenger flow volume, for example Taijing Square is without land for bus stations. Airports, railway stations, long distance bus stations, passenger transport dock etc. seriously lack of corresponding hub stations for buses making the change of passengers inconvenient. fl d11tgit4sq>tgtgt%38 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 3.4.8.3 Plan of public traffic (1) Plan of Public Traffic of Central City in Fuzhou The Plan of Public Traffic of Central City in Fuzhou made by Shanghai Municipal Traffic Comprehensive Research Institute, Construction Committee and Planning Bureau of Fuzhou and Fuzhou Public Traffic General Company raises the development goal for recent and long term of public traffic in Fuzhou City. Table 3.4-1 Main Index of Planning Program of Public Traffic Index 2000 2005 2010 Population in urban areas (ten 143.69 181 200 thousand) Length of routes(km) 1244 1463 1548 Number of routes 82 100 106 Number of vehicles 1413 2050 3000 Standard vehicles 1320 1845 2720 Standard vehicles /per ten 9.1 10.2 13.6 thousand Track(km) 30 Passenger capacity(Ten 64 130 261 thousand/per day) Average annual growth 15.23% 15.00% Passenger person-kilometres 295 481 870 (Ten thousand persons/km/per day) Average annual growth 10.27% 12.6% Traveling by bus(Ten 42 99 200 thousand times/per day) Average annual growth 18.71% 15.1% Specific density of buses 7.43% 15.39% 30% Covering rate of bus stations 77.6% 81% 81% on the 2nd Ring Road(300m) Change coefficient 1.54 1.32 1.30 This Plan also presents planning of facilities in bus stations. 6 parking lots will be constructed recently (Jianxin Parking Lot, Parking Lot at the South 2nd Ring Road, Parking Lot in Fuxing Development Zone, Parking Lot in Meifeng Community, Xindian Parking Lot and Parking Lot on Guohuo Road) and an area of 255,000 m2 will be increased for parking. 1,290 buses can be maintained. Thereinto, Jianxin Parking Lot is also the object of this feasibility research with planned land of 38,000 m2 and 39 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station maintainability of 190 vehicles. (2) Plan of Parking Lot of Central City in Fuzhou The Plan of Public Traffic of Central City in Fuzhou in Fuzhou has presented the basic thought and initial ideas for layout and land scale of bus station, but has not confirmed the range of land use and execution plan. Plan of public traffic approved has arranged the route network of buses and bus stations and planned the land for use, while not considering the range (control) of land use for bus stations and arrangement of bus stations in outer new zones and the general scale and systematical planning (control of land use) of bus stations. So Plan of Parking Lot of Central City in Fuzhou has made detailed feasible plan of land use to ensure the land use of municipal public traffic facilities. Combined with Plan of Public Traffic in Fuzhou City and the scale required by bus stations in all the districts, considering the overall planning of Fuzhou City and detailed plan of sub-districts, this Plan predicts the area of land use for maintenance (parking) required by the sub-districts of Fuzhou. The planned parking lots include Jianxin Parking Lot, Xiushan Parking Lot, Parking Lot at South 2nd Ring Road, Parking Lot in Fuxing Development Zone, Parking Lot in University City, Xiayuan Parking Lot, Wenshanli Parking Lot and Kuai'an Parking Lot at Mawei, with total area of 275,000 m2 and a capacity of 1,400 parked and maintained vehicles. Thereinto, the planned area of land use for Jianxin Parking Lot is 40,000 m2 and the parking and maintaining capacity is 200 vehicles. 3.5 Sensitive Protected Goals Surrounding Proposed Parking Lot The parking lot is close to Pushang Industrial Zone located at southeast of junction of Pushang Road and proposed Hongwan Road with an area of 183.6mu (lmu=0.0667 hectares). In the parking lot, there is an office of Cangshan Jianxin Economic Management Zone, villagers' houses, farmland and high-voltage wires. In the photo of Figure 3.5-1 taken from the air, the tower of high-voltage wires can be seen. For detail, see the status of proposed parking lot. Sensitive points around bus station: Jmu ltil;gP# EPfi&19AW%V 40 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station (1) South parking lot is close to Gaozhai Village and Geyu Village and there are 32 houses within 4-13m away from the boundary of bus station. For detail, see Figure 3.5-2. Noise and waste gas produced in construction period and operation period will have an impact on these residents. (2) Zhuzhen Fenggang Ancestor Temple lies to the west of proposed bus station. It is said that this temple was founded in hole of Geyu Village more than one thousand years ago. Till 1914 (the 3rd year of the Republic), the whole temple was rebuilt and extended. Since the Temple has been destroyed by wind and rain for a long time, it is rebuilt in recent years. This Temple located between the proposed Hongwan Road and this Parking Lot is used for religious activities of villagers. Before construction of road, the acquired land of this project shall not be dismantled till construction of Hongwan Road to the west of parking lot. The proposed parking lot remains still lOm away from this Temple. Therefore, it is not considered as sensitive points. (3) There are some houses to the west of parking lot, located at the planned Hongwan Road and expanded Jinshan Park, not being considered as sensitive points. Therefore, the sensitive points near parking lot mainly distribute at the south of parking lot. +|Lt;t45e2R;&g}t@SiggUlSit,s 41 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 1t~~~~~~~~~~~~~~~~~ -7 Figure 3.5-1 Status Figure of Parking Site Note: the parking site originally belongs to Jianxin Geyu Village and Gaozhai Village. The west and south parts are used for residence and middle and east parts are used.for nursery and farmland etc. I;rltil&tit44:ej;&tMttWtFtWX 42 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 4 Status Monitoring and Assessment of Environment Quality 4.1 Status Monitoring and Assessment of Environment Quality 4.1.1 Location of monitoring points 3 monitoring points are set within the range of air assessment of Jinshan Public Traffic Center Parking Lot, they are respectively: 1# Meiting Village, 2# Panbian Village and 3# Gangtou Village. For the location of all monitoring points, see Figure 4. 1-1. 4.1.2 Monitoring items According to the categories of air pollutants emissioned by the Project, the characteristics of environmental air pollution near the proposed site and relevant regulations, NO2 and PM1o can be chosen as monitoring items of quality status of environmental air. Analyze as per the monitoring data of Meiting Village, Panbian Village and Gangtou Village in 2001. 4.1.3 Sampling time and analysis methods of monitoring items For sampling time and analysis methods of monitoring items, see Table 4. 1-1. Table 4. 1-1 Sampling Time and Analysis Methods of Atmosphere Item Analysis Sampling Sampling Sampling Sampling methods frequency time flow volume instrument (Times/per (h) (IJper day) minute) NO2 Saltzman 4 1 0.3 Sampling instrument of atmosphere I 18 0.2 Daily average concentration sampling instrument PM1o Gravimetric 1 12 100 Continuous method sampling pump of atmosphere C 431 43 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 4.1.4 Assessment standard Adopt the National Quality Standard of Ambient Air (GB3095-1996) and Class standard in modified list. See 4.1-2. Table 4.1-2 Assessment Standard of Environmental Air Quality Name of pollutant Limited value of concentration( mg/m3) Sampling time Class I Class II Nitrogen dioxide Daily average 0.08 0.12 Hourly average 0.12 0.24 PM,, Daily average 0.05 0.15 4.1.5 Monitoring results and assessment of environmental air The monitoring results of environmental air depend on existent monitoring materials around the Project and the monitoring points are Meiting Village, Panbian Village and Gangtou Village monitored in 2001 (Report on Environmental Impact of Jinshan Orange Garden Phase Ifin Fuzhou December of 2004). During sampling, the dominant wind direction is NE and the wind frequency is up to 63% with an average wind speed of 2.5m/s and the maximum wind speed of 3.0m/s. For monitoring results, see Table 4.1-3. Table 4.1-3 Statistics of Monitoring Results of Environmental Air Status Sampling Monitored Hourly average concentration Daily average concentration point item Range Class 11 Superstandard Range Class 11 Superstandard rate rate Meiting NO2 Not 0.24 0 0.009- 0.12 0 Village monitored- 0.013 0.006 PM, / / / 0.02 - 0.15 0 0.05 Panbian NO2 0.004 - 0.24 0 Village 0.006 PM,, 0.01 - 0.15 0 0.05 Y 1 l ; a ir v4 * &ef 5n ff &9 it n & W IT F a L, nm 4 4 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station F Gangtou NO2 0.011 - 0.24 0 0.011 -. 0.12 0 Village 0.029 0.033 PM lo 0.06 - 0.15 0 0.07 From Table 4.1-3, it can be seen that NO2 and PM1o monitored in Meiting Village, Panbian Village and Gangtou Village don't exceed the standard and can meet the requirements of functional zone, which shows that the environmental quality of this area is good. 4.2 Monitoring and Assessment of Noise Status 4.2.1 Monitoring method As per the method stipulated in Standard of Environmental Noise of Urban Area (GB/T14623-93), when there is no rain and wind speed lower than 5.5m/s, noise can be monitored. 4.2.2 Setting monitoring points According to relevant regulations of Technical Guidelines for Environmental Impact Assessment (sound environment) (HJ/T2.4-1995), 5 noise sampling locations shall be set within the assessment range of sound environment of Jinshan Central Bus Parking Lot in Fuzhou, and they are respectively: 1# Gaozhai Village, 2# Geyu Village, 3# West of Parking Lot, 4# North of Parking Lot and 5# Middle of Parking Lot. For detailed locations, see Figure 4.2-1. 4.2.3 Monitoring time From Nov. 10 to Nov. 1 1, 2004, each sampling locations shall be monitored for two days, for both daytime and nighttime noise monitoring on each day. 4.2.4 Assessment standard of sound environment status As per relevant regulations of Environmental Planning of Urban Areas in Fuzhou city, the functional zones within the range of sound environment VJ',l' lffiaXtpte24E&g}tYit8;at§@45 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station assessment are mainly classified as Category II and Category IV and sound environment quality shall be in accordance with the standard of Category II and Category IV stipulated in GB3096-93. Thereinto, the west and north of Jinshan Central Bus Parking Lot, are roads, western and northern areas belong to Category II zone, while estern and southern areas belong to Category IV zone. For assessment standard, see 4.2-1. Table 4.2-1 Standard of environmental noise of urban area Unit dB(A) Category Daytime Nighttime 2 60 50 4 70 55 4.2.5 Monitoring results and assessment of sound environment status Table 4.2-2 Monitoring Results of Noise Status dB(A) Monitoring Daytime Nighttime points Average value Standard value Average value Standard value monitored monitored Gaozhai Village 50 60 48 50 Geyu Village 51 60 48 50 Western Parking 54 70 49 55 Lot Northern Parking 56 70 50 55 Lot Middle Parking 50 60 47 50 Lot From survey of status, it can be known that the sound environment quality of this Project is now good. Northern border of station is close to Pushang Road, however, because there is little traffic flow on the road and the area where this Project is located is basically undeveloped, therefore, the sound environment of this area is comparatively good and quiet. 4.3 Status Assessment of Water Environment Quality Im ~~~~~~~~~~~46 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station The waste water of this Project will be discharged into the municipal sewage pipelines after being pretreated up to the requirements of entering into the pipelines and will be treated in Jinshan Waste Water Treatment Plant and finally be discharged into Beigang. Therefore, this assessment will not be surveryed on the spot. The tailwater from Waste Water Treatment Plant flows into Beigang, so the national controlledmonitoring sections of Beigang, that is, the monitoring materials of Kuiqi Section and Aofeng Section can be utilized. The following items for water quality assessment can be chosen: PH value, BOD5, CODM,, DO, SS, Petroleum, NH3-N and lead. 4.3.1 Assessment methods Parameter assessment of single water quality recommended in Technical Guidelines for Environmental Impact Assessment (HJ/T2.3-93) can be used to do the assessment. Standard index method is recommended for parameter assessment of single water quality in HJ/T2.3-93. The standard index of single water quality parameter i at point j is as following: S, ,=c,, ,/cc, What: Cij: concentration of pollutants at the point of (ij) mg/L; Csi: the standard of surface water quality parameter i, mg/L; The standard index of pH is as following: 7.0-pH. pH 7.0 7.0 - PHs,d SPHi pH1 - 7.0 pHj > 7.0 pHs. -7.0' The standard index of DO is as following: IDOf -DOj DOJ DO - DOsS DO SDOj = 10-9 DO DOj ti 47 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 4.3.2 Assessment of water environment status Since the waste water from Jinshan Central Bus Parking Lot is discharged into the municipal waste water pipeline network under Pushang Road and finally into Beigang along the road, the water environment status of Beigang Channel shall be monitored and assessed. The regular monitoring data of Kuiqi Section and Aofeng Section in 2002 can be used for analysis of water environment status. For monitoring results and analysis, see Table 4.3-1. Table 4.3-1 The Water Quality and Monitoring Statistic Results of Relevant Sections of Minjiang River in Fuzhou in 2002 Section Item pH CODMn BOD5 DO SS Petroleum NH3-N Lead Kuiqi Average 6.92 2.58 1.34 7.08 41 0.04 0.475 0.0016 value (mgIL) Assessment 6-9 6 4 5 -- 0.05 1.0 0.05 standard Category Ill (mg/L) Index of 0.08 0.43 0.34 0.36 0.8 0.48 0.032 pollution Aofeng Average 6.97 2.53 1.43 7.74 -- 0.340 0.0014 zhou value (mg/L) Assessment 6-9 4 3 6 0.05 0.5 0.01 standard Category If (mg/L) Index of 0.03 0.63 0.48 0.23 0.68 0.14 pollution From Table 4.3-5, it can be known that, supposed Kuiqi Section belongs to Category III, the pollution index is 0.32-0.8 and the water quality still accord with the standard of Category III; supposed Aofengzhou belongs to Category II, the pollution index is 0. 14-0.68 and the water quality still accord with the standard of Category II, which shows that the water quality status at the section of Beigang Aofengzhou-Kuiqi of Minjiang River is good. i il rtig, 4 f9 ` f& gt'S MM 48 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 5 Assessment of Environmental Impact during Construction Period 5.1 Noise Impact Analysis during Construction Period (1) Noise source intensity of construction equipments Table 5.1-1 Noise source intensit of construction equipments S/N Type of machine Distance between monitoring Lmax points and construction equipments (m) Wheel loader 5 90 2 Grader 5 90 3 Vibrating road roller 5 86 4 Road roller with two wheels and 5 81 double vibra 5 Three-wheel road roller 5 8 1 6 Pneumatic tyre roller 5 76 7 Earth mover 5 86 8 Wheeled hydraulic excavator 5 84 9 Spreader 5 87 10 Generator 5 98 1I Truck 5 92 12 Concrete mixer 5 91 13 Concrete pump 5 85 14 Mobile crane 5 96 15 Hammer and rock drill 5 98 16 Vibrator 5 84 17 Pneumatic wrench 5 95 (2) Forecasting mode The noise produced by construction machines can be approximately treated as point source which weakens along with the distance of point source and the mode is as following: Lp Lp& -20 log(fr) What: Lp-Forecasting value of construction noise at r m away from sound source dB (A); Lpo Referenced sound level value at ro m away from sound source dB (A). Through calculation, the noise value of different types of construction machines and the forecasting value of noise at different distance can be obtained, see Table 5.1-2. Table 5.1-2 The Forecasting Value of Noise Produced by all Construction r, -4+1 -149, J Afi w lFF f P4.*63f 3 itw i0igZ XAS ARM49 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station Machines at Different distance Name of equipment Lmax Forecasting value of noise at different distance (5m from monitoring dB(A) point) 5m lOm 20m 40m 50m Wheel loader 90 90 84 78 72 70 Grader 90 90 84 78 72 70 Vibrating road roller 86 86 80 74 68 66 Road roller with two 81 81 75 69 63 61 wheels and double vibra Three-wheel road 81 81 75 69 63 61 roller Pneumatic tyre roller 76 76 70 64 58 56 Earth mover 86 86 80 74 68 66 Wheeled hydraulic 84 84 78 72 66 64 excavator Spreader 87 87 81 75 69 67 Generator 98 98 92 86 80 78 Truck 92 92 86 80 74 72 Concrete mixer 91 91 85 79 73 71 Concrete pump 85 85 76 70 64 62 Mobile crane 96 96 90 84 76 74 Hammer and rock 98 98 92 86 80 78 drill Vibrator 84 84 78 72 66 64 Pneumatic wrench 95 95 89 83 77 75 (3) Assessment of Noise Impact during Construction Period Table 5.1-3 Noise Limited Value of Construction Site LAeq[dB(A)] Construction Main noise source Limited value of noise period Daytime Nighttime Earth and Earth mover, excavator and 75 55 stone loader etc. Pile driving All kinds of pile-drivers 85 No construction Structure Concrete mixer, vibrator and 70 55 electric saw etc. Decoration Crane and elevator etc. 65 55 As per the above forecasted results and the survey of sensitive points around the Project, if the distance between sensitive point and construction site is 4-13m, the impact of noise produced by construction at daytime and nighttime on sensitive points will exceed the limited values regulated in Noise Standard Cy11t$FI i f T&AA $943-Wi AA 50 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station on Construction Site. So the noise produced by construction will have an impact on nearby residents. Therefore, strict measures must be taken to reduce the impact of noise on surrounding residents when construction is carried on nearby sensitive points of sound environment. 5.2 Impact Analysis and Mitigation Countermeasures of Environmental Air Quality during Construction Period 5.2.1 Analysis of atmosphere pollution source during construction period As per analog survey, the sources of air pollution during construction period are mainly as following: 1) Dust produced in the progress of excavation, removal and loading and unloading of sandstone and secondary dust produced by transportation during construction period. 2) A certain quantity of waste gas emissioned by machines and transport vehicles which bum oil nearby construction site. 3) Materials with toxic odor and volatility used in construction such as asphalt etc. Thereinto, what has most impact on surrounding environment is dust produced in construction. 5.2.2 Impact analysis of atmosphere environment during construction period Dust produced by vehicles transporting materials will have great and long-term impact on environmental air, which will become worse if the roads in construction site are destroyed or expose. Generally the quantity of dust has proportional relation with speed and weight of motor vehicles and dust quantity on road surface. As per relevant research, when motor vehicles transport earth, the concentration of dust on both sides of roads for a short time can be up to 8-1Omg/m3, exceeding the standard of Class III Air Quality. But the concentration of dust will rapidly reduce with the increasing of distance. The concentration of dust at 200m under lower wind direction almost approaches that of dust in the upper wind direction at corresponding point. As per analysis and comparision of similar projects, secondary dust produced by -)1-rJ - ip ilfIL rlg+? PfT49 A iN $9V 91 A 9 5 1 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station transportation will cause pollution to the residents, especially the residents living in the houses at the first row, near construction site. Dust can also be produced by demolition and removal of buildings, construction of roads, mixture of building materials and excavation and drilling of dry ground etc. During construction period, it shall not be ignored that dust also produces when there is strong wind or earth is backfilled, because the plants are destroyed and the ground surface exposed and water vapored, dry and loose particles are formed on ground surface so that the ground surface is loose. Construction machines and transportation vehicles which bum oil will emission waste gas of certain quantity near the construction site. Construction sites are generally located at the sections with busy traffic, however, the waste gas from construction equipments and vehicles only accounts for little of total amount, so it will not have great impact on surrounding environment air if only the maintenance of equipments is strengthened and emission of black smoke is reduced. Dust produced by construction suspends in the air, if it is inhaled by constructors and surrounding residents, all kinds of diseases on respiratory tract will be caused. Moreover, a large quantity of disease-leading bacteria in dust will infect other diseases and seriously affect health of constructors and surrounding residents. 5.3 Impact Assessment of Ecological Environment during Construction Period 5.4 Impact Assessment of Water Environment during Construction Period The waste water produced in construction is mainly from: muddy water produced by excavation, flush water produced by construction machines and transportation vehicles, sanitary waste produced by constructors, surface runoff produced by overburden scoured by rain, building mud, rubbish and waste etc. A large quantity of sediment and dust is produced by removal of buildings and J-H -rti fA ig VI fP4 * W Api& tgt a w 49 V 4_4 9 11 'A 52 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station excavation of ground during construction period and most of surface runoff produced by rain gathers into surrounding water area through rivers. There are no perfect drainage facilities during construction period, so the discharge of waste water will affect the receiving waterbody of ground surface at construction section and add sediment to water. Although there is little water, the impact time is long, to which shall be paid attention by construction unit. Fuzhou lies in the subtropical zone where the annually average rainfall can reach 1,354mm and July, August and September are flood seasons, with many storms in summer. It is easy for rain to flush the construction site and pollute surrounding environment, especially the rainwater on ground produced by flushing construction site will block city rainwater drainage network system. During construction period, a large amount of constructors and machines enter into construction site, if it rains, the pollutants on surface source in construction site will be discharged into nearby water area and will affect water quality. In addition, the impact on surrounding water environment also includes the impact on water environment caused by direct discharge of sanitary waste produced by constructors and water used to wash vehicles into nearby water area. In a word, there are mainly the following points: (1) If the sanitary waste produced by constructors isn't treated collectively, it shall not be discharged into water area. The sanitary waste includes washing water of constructors, waste water from dining room and washing water of toilet and rubbish not treated collectively. All the sanitary waste is directly discharged into nearby rivers. The concentration of sanitary waste produced by 250 constructors is generally low, with daily discharge volume of 12.5m3. In main pollutants emissioned, there is 1.88kg/d BOD5, 3.13kg/d CODcr and 1.25kg/d SS which shall be properly treated. (2) The rubbish produced in construction includes sanitary waste of constructors, waste of construction materials, waste after repair and other similar waste, thereinto, the sanitary waste of constructors includes all kinds of food, rubbish from kitchen, offal, plastic dishware, cup or bag and other paper, cloth or glass waste commodities. If the rubbish quantity produced by one person on one day is lkg, then the total quantity of rubbish each day is 0.25 tons. The rubbish from building materials mainly includes scraps of wood, iron, paper and lime in construction. Rubbish T-)+1 M5r1AMPf**h3tE&g AN53 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station after repair mainly includes waste parts, ropes and scrap iron. f-AiE -ri9 Ai 4 ff5L)T&f tw$ lf'Ait 54 Environmental Impact Statement on Parking Area Construction Project of Fuzhou linshan Central Bus Station 6 Environmental Impact Assessment during Operation Period 6.1 Analysis of Impact on Air Environment 6.1.1 Analysis of the source of pollution Learned from analysis of the preceding works, the main source of atmospheric pollution is the tail gas discharged from automobile and oily smoke from the canteen. The oily smoke etc. exhaust gas generated by the canteen shall be let out from the chimney at the top of the building guided via the inner set smoking pipe after the secondary treatment, less impact to the surrounding environment. The tail gas from the automobile belongs to the non-point source. The atmospheric pollutant of the tail gas from the automobile contains principally NOx, CO. When this parking area is in the peak flow of traffic, refer the maximum intensity of non-point source to table 6.1- 1. Table 6.1-1 The maximum discharged source intensity from the source of atmospheric pollution Unit: mg/s Type of source HC NOx CO intensity Non-point source 300 190 1850 As regards to the source intensity of the total non-methane hydrocarbon, the calculation shall be made by adopting the regression equation of total hydrocarbon consistency (CTHC) and non-methane hydrocarbon one (CNMHC) discharged from automobile in The Relation Between Total Hydrocarbon and Non Methane of Automobile Discharge in Urban Road (Deng Shun xi), the equation is: CTHC =I. 3963 + 1. 0322CNMHC The maximum source of the total non-methane hydrocarbon obtained from above formula is 298.65mg/s. 6.1.2 Mode of atmospheric diffusion For the elevated point source, the Gaussian formula shall be employed to calculate the ground consistency of pollutant. When the height of the chimney is in average wind speed in> 1 .5m/s(hereinafter called availability of wind), C0ll'ifFfeHfRi;& 4Aiti Wt8;at 55 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station the hourly average consistency on ground shall be calculated as per the following formula: C = 2 UQ exp(- ,2 2 )'F F=2exp 1 2 ) When the height of the chimney is in average wind speed in< 1.5m/s (hereinafter called breeze, calm wind) , the one-time average consistency on ground shall be calculated as per Gauss integration formula for stacks, which is: C , 2 exp[-XUT exp(Y) exp( HZ ) dt (2gr312 or.~ Cy . U,) [2U jr 2(_2a~ 2, In the above fornulas: C - - Ground hourly average consistency(mg/Nm 3 ): Q Source intensity(mg/s) U - The average wind speed at the height of the chimney(m/s) , cr , Cr - The perpendicular diffusion parameter(m *m) for longitudinal, transverse wind,; H - Effective source height(m) y Distance of transverse wind(m) The equivalent point source method shall be adopted for non-point source, this non-point source shall be made equivalent to the imaginary point source of windward, i.e. One initial diffusion dimension (ay, and ao, ) is added in the formula of point source, then the distribution of consistency for the pollutant shall be calculated with Gaussian Mode. However, the parameter value of atmospheric diffusion for the point calculation shall be defined in accordance with the position of the imaginary point. or, = (X+X,), = cru(X+XX). X, and X, can be determined by cr, and a, . Then aor and or, shall be determined by L/4.3 and H/2.5 respectively. L is the width of non-point source, 100m will be taken, H is the average height of the non-point source, 1.5m will be selected. 6.1.3 Parameters of atmospheric diffusion The parameter of atmospheric diffusion will be the value recommended )vs14t9ait4ttg>g'&V Im 56 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station according to the national standards HJ/T2.2-93(Technical Guidelines for Environmental Impact Assessment-atmospheric environment) , refer to Table 6.1-2-6.1-3. Table 6.1-2 The parameter of atmospheric diffusion in availability of wind Parameter of Stability Formula of diffusion Distance of diffusion leeward(m) a Instable 0.281846Xo 9 '417u 0-1000 _ 0.396353Xui4 ) 1000 Neutral 0.229500X0°9 19325 0-1000 0.314238Xu51"56 ) 1000 Stable 0.143940Xu 926149 0-1000 0.189396X 586940 ) 1000 Instable 0. 127190X0964435 0-500 0.057025X'093160 ) 500 Neutral 0.1 14682X°-941'°' 0-500 0.0757182Xt-'0011 ) 500 Stable 0.126152X0535625 0-2000 0.235667Xu 1'641U 2000-10000 0.l36659°X0l5575 10000 Table 6.1-3 The parameter of atmospheric diffusion in breeze Stability S1 5S Instable 0.76T 0.47T Neutral 0.55T 0.21T Stable 0.47T 0.12T 6.1.4 Wind speed and wind direction on ground surface (1) Wind speed The average annual wind speed in this region is 2.4m/s, influenced by typhoon in summer, Maximum instantaneous wind speed can be 40m/s. the frequency of calm wind is relatively high, up to 23.3 %. (2) Wind direction The seasonal wind climate in this region is notable, the annual dominant wind direction is south-southeast one, due to the influence of southerly wind in summer, and the frequency of this wind direction appears more remarkable. The frequency of wind is relatively dispersed, despite that the highest frequency of wind direction is southerly wind, the frequency of north wind and northerly wind is not low. This region is closer to the sea, the daily change of wind direction possesses the apparent characteristics of land and sea freeze, generally the cycle is based on day and night, the g~~~~ *ff1 71iFgt4 t&49 1 w$'V 9 J A 57 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station morning is northwest wind, change after lunch to southeast wind, it is more obvious in summer. 6.1.5 Predicted results and assessment Because the source of the atmospheric pollution for this construction project is only discharged in discontinuity, the estimation is only made for the hourly average consistency distribution of leeward axial ground, and the impact extent and scope to surrounding atmospheric quality when the maximum discharge of tail gas from automobile in the park area. Known from the table 6.1-4 and 6.1-5, the impact to the scope of lOOm around in case the maximum discharge of tail gas is made from automobile. Got in accordance with table 6.1-4, the impact scope to lOOm around of NO2 in tail gas of automobile is 0.005-0.0713mg/m3, is 0.2%'29.7% of assessment standard; obtained from table 6.1-5, the impact scope to lOOm around of CO in tail gas of automobile is 0.0082- 1.1020mg/m3, is 0.082%- 11.02% of assessment standard. Learned from table 6.1-6, in case of the peak house for this project, in the impact of NMHC discharged, the maximum impact value to surrounding lOm is 0.1779mg/m3. Consequently, the impact to surrounding lOOm and beyond is quite small by NO2 and CO in the tail gas of automobile produced in the construction of this project. Table 6.1-4 The hourly average consistency distribution of leeward axial ground for NO2 discharged in parking area unit: mg/m3 Inside Stability U(m/s) i 0(m) 20(m) 30(m) 40(m) 50(m) 60(m) 70(m) 80(m) 90(m) 100(m) area 2.4 0.0391 0.0133 0.0124 0.0116 0.0108 0.0102 0.0095 0.0090 0.0085 0.0080 0.0076 Instable 1.5 0.0625 0.0213 0.0198 0.0185 0.0173 0.0163 0.0153 0.0144 0.0135 0.0129 0.0121 0.5 0.0048 0.0011 0.0010 0.0009 0.0008 0.0007 0.0007 0.0007 0.0007 0.0006 0.0005 2.4 0.0810 0.0311 0.0292 0.0274 0.0258 0.0244 0.0230 0.0218 0.0207 0.0197 0.0187 Neutral 1.5 0.1296 0.0499 0.0468 0.0439 0.0413 0.0390 0.0368 0.0349 0.0331 0.0315 0.0299 0.5 0.0265 0.0060 0.0055 0.0050 0.0046 0.0043 0.0039 0.0036 0.0034 0.0031 0.0030 Relative stable 2.4 0.1510 0.0689 0.0652 0.0619 0.0587 0.0559 0.0533 0.0509 0.0486 0.0465 0.0445 L_________ 1.5 0.2416 0.1102 0.1043 0.0990 0.0940 0.0895 0.0853 0.0814 0.0778 0.0744 0.0713 1l-1r;A%P4lfff3&4}iWM8f 14ait9i 58 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 0.5 10.04611 0.01051 0.00961 0.00881 0.00801 0.00741 0.00691 0.00641 0.00591 0.0055 0.00551 Table 6.1-5 The hourly average consistency distribution of leeward axial ground for CO discharged in parking area unit: mg/r3 Inside Stability U(m/s) 0 0(m) 20(m) 30(m) 40(m) 50(m) 60(m) 70(m) 80(m) 90(m) 1 00(m) area 2.4 0.6031 0.2059 0.1917 0.1789 0.1674 0.1570 0.1476 0.1390 0.1311 0.1240 0.1174 Instable 1.5 0.9649 0.3295 0.3067 0.2862 0.2678 0.2512 0.2361 0.2223 0.2098 0.1984 0.1879 0.5 0.0743 0.0169 0.0153 0.0140 0.0129 0.0118 0.0110 0.0102 0.0095 0.0088 0.0082 2.4 1.2523 0.4818 0.4515 0.4240 0.3992 0.3766 0.3558 0.3369 0.3195 0.3034 0.2887 Neutral 1.5 2.0036 0.7709 0.7224 0.6785 0.6387 0.6025 0.5694 0.5390 0.5112 0.4855 0.4618 0.5 0.4098 0.0930 0.0848 0.0775 0.0712 0.0657 0.0607 0.0563 0.0524 0.0488 0.0456 2.4 2.3341 1.0647 1.0080 0.9560 0.9083 0.8644 0.8238 0.7863 0.7514 0.7190 0.6888 Relative stable 1.5 3.7345 1.7035 1.6127 1.5296 1.4533 1.3830 1.3181 1.2580 1.2022 1.1504 1.1020 _ 0.5 0.7127 0.1622 0.1478 0.1353 0.1242 0.1145 0.1059 0.0982 0.0913 0.0851 0.0795 Notes: 60% of NOx shall be taken for NO2. Table 6.1-6 The hourly average consistency distribution of leeward axial ground for NMHC discharg ed in parking area unit: mg/m3 Inside Stability U(m/s) l0(m) 20(m) 30(m) 40(m) 50(m) 60(m) 70(m) 80(m) 90(m) 100(m) area ___ 2.4 0.0974 0.0332 0.0309 0.0289 0.0270 0.0253 0.0238 0.0224 0.0212 0.0200 0.0190 Instable 1.5 0.1558 0.0532 0.0495 0.0462 0.0432 0.0406 0.0381 0.0359 0.0339 0.0320 0.0303 0.5 0.0120 0.0027 0.0025 0.0023 0.0021 0.0019 0.0018 0.0016 0.0015, 0.0014 0.0013 2.4 0.2022 0.0778 0.0729 0.0685 0.0644 0.0608 0.0574 0.0544 0.0516 0.0490 0.0466 Neutral 1.5 0.3234 0.1244 0.1166 0.1095 0.1031 0.0973 0.0919 0.0870 0.0825 0.0784 0.0746 0.5 0.0661 0.0150 0.0137 0.0125 0.0115 0.0106 0.0098 0.0091 0.0085 0.0079 0.0074 2.4 0.3768 0.1719 0.1627 0.1543 0.1466 0.1395 0.1330 0.1269 0.1213 0.1161 0.1112 Relative stable 1.5 0.6029 0.2750 0.2603 0.2469 0.2346 0.2233 0.2128 0.2031 0.19411 0.1857 0.1779 1 0.5 0.1151 0.0262 0.0239 0.0218 0.0201 0.0185 0.0171 0.0159 0.0 .0137 0.0128 6.2 Environmental Impact Assessment of Water The separate system for rainwater and wastewater shall be adopted for the drainage system of Jinshan Maintenance Yard. The waste water generated by main production workshops such as vehicle washing workshop, maintenance workshop and the canteen will enter into the respective oil separation tank, and will be discharged into the public pipe network of waste water outside the parking area after being treated through the gas floating system, the sewage quantity is approximately 357.7m3/d, and finally enter into Beigang after nil ~~~~~~~~~~~~~~~~~~~~ ~~~59 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station reaching the standard through the treatment of Jinshan Waste Water Treatment Plant. The rainwater in initial stage is 88.4m3/d, having satisfied the requirement of the third class standard by separating oil and desilting, this part of rainwater can be directly drained into the Waste Water Treatment Plant for treatment public via pipe network. So, if the maximum sewage quantity is taken into account, the maximum discharge quantity of wastewater shall be 446.1 m3/d. the waste water shall be discharged into Jinshan Waste Water Treatment Plant after reaching the third class standard in the "Comprehensive Effluent Standard of Waste Water" through the pre-treatment, and finally into Beigang after reaching the first class standard in the "Comprehensive Effluent Standard of Waste Water" through the treatment of Jinshan Waste Water Treatment Plant. This project generates less waste water, and discharged into Beigang after reaching the standard through the treatment of Jinshan Waste Water Treatment Plant, consequently, the waste water of this project will have less impact to water environment. 6.3 Environmental Impact Assessment of Noise during Operation Period [P11] I l[F11t ffitt#t2g& 4jl'gtgt2 60 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 7 Impact Analysis of Electromagnetic Environment The impact analysis of electromagnetic environment was performed in accordance with the experts' requirements. This chapter was prepared by Fujian Provincial Radiation Supervision Station. Since the 220kV Jianxin Substation is close to the project site and a line corridor consisting of one 220kv overhead transmission line and one 110kV overhead transmission line cross the site, this assessment subject is added in accordance with the experts' review comments on the Outline of Environmental Impact Assessment on the World Bank Financed Parking Area Construction of Fuzhou Jinshan Central Bus Station. The 220kV and 110kV transmission lines, which share one tower, are of two-loop overhead lines. The route of the 11 OkV transmission line is to be changed. 7.1 Contents and Methods of Special Assessment and Impacted Sensitive Targets 7.1.1 Contents of special assessment (1) The impact of power-frequency electromagnetic field, produced by the 220kV Jianxin Substation and its 220kV & 110kV overhead transmission lines, on the staff and the public in the parking area of the bus station, the interference of the power-frequency magnetic field to the CRT display in the dispatching center; (2) The interference of the 220kV Jianxin Substation and its 220kV & 110kV overhead transmission lines to the communication equipment in the dispatching center of the parking area. Item (1) above mentioned is mainly assessed in accordance with the measured value of power-frequency electromagnetic field. Item (2) is analyzed based upon the typical parameters of the communication equipment and common radio interference of the 220kV substation and 220kV overhead line. In accordance with the preliminary design drawings of the Project, the spaces with small persons, short standing time of train and large distance to the 220kV overhead line are not considered, such as the parking area and maintenance shop for vehicles. The dispatching center, waiting hall and dormitory building are selected as the impacted sensitive targets. In addition, the chapter gives a brief analysis to the risks of gas station and dispatching center of the Project when the 220kV overhead line and 220kV Jianxin Substation are struck by stroke of lightning. 7.1.2 Assessment standard FI I+J F~ f-F JA %JP filiailt4*b tf,,3s&4 9 }d %4ltFtg A lS 61 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station (1) Assessment standard for the impact of power-frequency electromagnetic field, produced by the high-voltage power transmission & transformation project, on the public is Technical Regulations on Environmental Impact Assessment of Electromagnetic Radiation Produced by 500kv Ultrahigh Voltage Transmission and Transfer Power Engineering (HJ/T24-1998); "1.3The code is applicable for the environmental impact assessment of electromagnetic radiation produced by 500kV supervoltage power transmission & transformation engineering. The code may also be used as the reference to environmental impact assessment of electromagnetic radiation produced by I IOkV, 220kV and 330kV power transmission & transformation engineering." "2.2.4.2 ... It is recommended that the value 4kV/m shall be the assessment standard for power-frequency electric field in residential area and the power frequency limit 100[tT during all-day radiation to the public issued by the International Radiation Protection Association be the standard for magnetic induction intensity." (2) For there may be many pedestrians in the bus station and the pedestrians in the parking area may get shocks when walking under the high-voltage line by taking umbrella in rainy day, the limit to the intensity of power-frequency electric field (3kV/m) produced by high-voltage corridor confirmed by Japan for the locations passed by persons with umbrella will be the assessment standard. (3) Interference of power-frequency magnetic field, produced by the high-voltage power transmission & transformation project, to CRT display will be analyzed in accordance with the Information Technology Equipment--Immunity Characteristics--Limits and Methods of Measurement (GB/T17618-1998). The limit to noise immunity is lA/m 4.26AT. 7.2 Measuring Results of Power-Frequency Electromagnetic Field in the Project Site 7.2.1 Monitoring instrument Please see Table 7.2-1 for the monitoring instrument. Table 7.2-1 Specification of Monitoring Instrument Name Power-frequency electromagnetic field analyzer Model EFA-300 manufacturer Germany W&G Co. Antenna form 3-D probe Measuring frequency Band-pass filter 15Hz-2k Hz )p+[T1-EkAfx_lpg&g4*?iff4 IMMA31i!N944 T~FJAAN)62 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station Instrument setup during Band-pass filter 50Hz monitorlng Measuring height The center of probe I .5m from the ground 7.2.2 Monitoring conditions Monitoring date: forenoon on Nov. 18, 2004; weather: sunny; ambient temperature: 20°C; relative humidity: 52%; measuring height: 1.5m; operation condition of substation: close to full-load. 7.2.3 Layout of monitoring points The 220kV Jianxin Substation is located in the east side of the project site to be built. Two high-voltage overhead lines (110kV and 220kV) cross the site from the east to the west. The 110kV overhead line is planned to be moved to the green belt at the north side of the site. At that time, its distances to the impacted sensitive targets will be larger than those of the 220kV line and its voltage class is lower than that of the 220kV overhead line, so the 110kV overhead line is not taken into account during monitoring and assessment of the current status. Layout of monitoring points is as follows: (1) One side of the dispatching center, waiting hall and dormitory building close to the 220kV overhead line; (2) Intensity distribution of power-frequency electromagnetic field on cross section of 220kV overhead line in relatively open area; (3) Along the enclosed wall at the west side of the 220kV substation at a distance of lm to the wall; (4) Along the direction vertical to the enclosed wall of the substation. Please see Fig. 7.2-1 for the detailed locations. Intensity measurement for power-frequency electric field is useless because the obstacles in the site (buildings, trees, etc.) are still not demolished, so only the intensity of power-frequency magnetic field was measured at most points and the intensity of power-frequency electric field was only measured in relatively open area. 63 Environmental Impact Statement on Parking Area Constriuctioni Project of Fuzhou Jinshan Central Bus Station Pushang Highway JjjThe site to bebuilt| New location of the lOkV overhead Maintenance shoo) IQ l n UGas Parking area station lOOm 4* 9 a < 4! _ d Repair shop 4* 4* ~~~~~~~~~. ~~~~~~- l~~~~~~~~~j ~~~I -Storey t 1 ~ 20* 2# tower 240nmX 32m 1 10O* 1 1 * Parking area 220kV '49m '5* ..J-Q-1- 21* - Th47mer 5* 45* 4 0* Jianxin _ - _-_- - - - - ~ ~ 120kV overhead line 30_ Substation 17* ~ 19*22 . Parking area Waiting hall l2| 3{. 31* 490m Fig. 7.2-1 Sketch Map for General Layout of Jinshan Central Bus Parking Lot and Layout of Monitoring Points. - --- Formatted: Font color: Auto J''.llI,lFil 1\16 11 Ii ,i'it .iry, yt4im,nii;jJ &&YS'( A 4 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 7.2.4 Monitoring results Please see Table 7.2-2 for the monitoring results. Table 7.2-2 Monitoring Results of Current Status of Power-frequency Electromagnetic Field in the Project Site to be Built No. of monitoring Location description E(kVlm) B(AT) point Near the enclosed wall, 32m to the edge of the west side 1 of the site, to the north of the 220kV overhead line; side 0.556 conductor's project on the ground 8m away from the enclosed wall 2 5m to the north of No. I point 0.198 0.520 3 5m to the north of No. 2 point 0.130 0.422 4 5m to the north of No. 3 point (near the enclosed wall) 0.021 0.346 5 5m to the centerline of the iron tower under the 220kV 0.181 0.672 overhead line, 42m to the edge of the west side of the site 6 5m to the north of No. 5 point (beside trees) 0.042 0.583 7 5m to the north of No. 6 point (in open area) 0.170 0.472 8 5m to the north of No. 7 point 0.079 0.409 9 5m to the north of No. 8 point 0.010 0.327 1 0 Under the l# tower footing, lOm out of the side 0.253 0.550 conductor (surrounded by a nursery) 11 5m to the east of No. 10 point (surrounded by a nursery) 0.125 0.530 1 2 40m to the south of 1# tower footing of 220kV 0.167 high-voltage line 13 5m to the east of the previous point 0.166 14 5m to the east of the previous point 0.164 15 5m to the east of the previous point 0.152 16 5m to the east of the previous point 0.140 17 5m to the east of the previous point 0.128 18 5m to the east of the previous point 0.120 19 5m to the east of the previous point 0.110 20 The south side of the dormitory building to be built 0.300 2 1 Under the 2# tower footing, 16m to the sideline, in open 0.103 0.597 area of the nursery I Om to the west of the enclosed wall of the Jianxin 22 Substation, under the 3# tower footing (nothing 0.531 surrounded) 65 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station Table 7.2-2 (Continued) No. of monitoring Location description E(kV/m) B(pT) point 23 5m to the north of the previous point 0.246 0.645 24 5m to the north of the previous point 0.250 0.558 25 5m to the north of the previous point 0.203 0.500 26 5m to the north of the previous point 0.140 0.387 27 5m to the north of the previous point 0.082 0.297 28 5m to the north of the previous point 0.051 0.245 29 5m to the north of the previous point 0.027 0.194 30 5m to the north of the previous point 0.013 0.176 Im to the west of the enclosed wall of the Jianxin 31 Substation, start from the southeast corner of the 0.439 project site to be built, at the 220kV outgoing line 32 Sm to the north of the previous point 1.890 33 5m to the north of the previous point 0.777 34 5m to the north of the previous point 0.403 35 5m to the north of the previous point 1.023 36 5m to the north of the previous point 1.277 37 5m to the north of the previous point 1.485 38 5m to the north of the previous point 1.386 39 5m to the north of the previous point 1.123 40 5m to the north of the previous point 0.896 4 1 5m to the west of point 40 along the path in the 0.241 nursery 42 5m to the west of the previous point along the path in 0.195 the nursery 43 5m to the west of the previous point along the path in 0.190 the nursery 44 5m to the west of the previous point along the path in 0.210 the nursery 45x Sm to the west of the previous point along the path in 0.196 the nursery Max. value of power-frequency magnetic field Im out of the enclosed wall of the substation is 1.89AT; max. intensity of power-frequency electric field under the 220kV overhead line is 0.253kV/m and the max. power-frequency magnetic induction intensity is 0.672AT. It is concluded by comparison of the monitoring results of the measuring line lOm out of the enclosed wall of the substation (measuring points 22-30) and the measuring line Im out of the enclosed wall (measuring points 3140) (see Fig. 7.2-2) that intensity of the power-frequency magnetic field out of the enclosed wall of the substation attenuates fast in the vertical direction, which change is mainly impacted by the line. JdlUbltbip4*UpTt&499gn$94.tj'%tAtt# 66 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station -2 . 1 I . 5 I \\ , ' ~ - _ s l Om out of ,_/ -. the enclosed .2 .° 0. 5 . -,, wall ofthe 7 r= - substation ;- 5 wal ofthe 0 0 10 20 30 40 50 Distance from the south end, m Fig. 7.2-2 Power-frequency Magnetic Induction Intensity Measured Along the Measuring Lines Parallel to the Enclosed Wall of the Substation With Distances Im and I Om to the Wallt -- Formatted: Font color: Auto 7.3 Impact Analysis of Power-Frequency Electromagnetic Field 7.3.1 The power-frequency electric field's impact on personnel The power-frequency electric field basically has no impact on the indoor targets since it is easily shielded, so the power-frequency electric field produced by the high-voltage overhead line and substation will have no impact on the personnel in the dispatching center, waiting hall and dormitory building. Standing time of the personnel above mentioned in outdoor area is relatively short and the measured max. intensity of the power-frequency electric field in the project site (0.253kV/m) is far lower than the assessment standard for the power-frequency electric field in residential area (4kV/m), so the power-frequency electric field produced by the high-voltage overhead line and substation will basically have no impact on the personnel above mentioned. The measured max. intensity of power-frequency electric field in the project site is 0.253kV/m, which is far lower than the assessment standard for power-frequency electric field (3kV/m) that may "cause persons to get shocks when walking under high-voltage overhead line with umbrella in rainy day". Therefore, the pedestrian will not get shock when walking under the 220kV overhead line by taking umbrella in rainy day within the scope of the project site, including the staff (drivers) and the passengers. 7.3.2 The power-frequency magnetic field's impact on personnel It is hard to shield the power-frequency magnetic field and its indoor intensity is nearly the same as the outdoor intensity, so some persons will be exposed in lJITI-IjAfRptS@wrg&g3j! tFtWX 67 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station the power-frequency magnetic field. As shown in Fig. 7.2-2, intensity of the power-frequency magnetic field produced by the substation attenuates quickly along with increase of the distance to the enclosed wall. The power-frequency magnetic field in the project site is mainly produced by the 220kV overhead line. Max. power-frequency magnetic induction intensity is 0.6724T under the 220kV overhead line and 0.327.T at the impacted sensitive targets. Both values are far lower than the assessment standard for the subject (1O00T) and the strict international standard (IAT)), so it will not impact health of the personnel in the impacted sensitive targets, including the dispatching center, waiting hall and dormitory building. 7.3.3 The power-frequency magnetic field's impact on CRT display Relatively obvious character blithering of the CRT display will happen when the power-frequency magnetic induction intensity is larger than the limit to noise immunity (1.26AT) of the CRT display. Then, use of computer will be impacted. It is recorded in Table 7.2-2 that the measured max. power-frequency magnetic induction intensity at the impacted sensitive targets (0.327pT) is far lower than the limit to noise immunity (1.261tT) of the CRT display, so obvious character blithering of the CRT display will not happen in the dispatching center and dormitory building. 7.4 Analysis of impact on radio interference 7.4.1 Categories of communications equipment Electrommunications equipment of the Dispatching center includes wire communications, interphone, GPS positioning system, which are mainly wire communications. Wire communications is based on telephone line, which will not be interfered. Interphone, GPS positioning system will be interfered based on signal-noise ratio and modulation mode of signal, etc. Intensity of receiving signal and intensity of interference field will be estimated on the two kinds of communications system, as well as the signal-noise ration will be calculated, which is the basis of assessment of the range of interference as the following. 7.4.2 Intensity of receiving signal of interfered communications equipment 7.4.2.1 GPS positioning system Precision of positioning of GPS system of the project, which could be 15m, will meet the requirements. It doesn't need difference positioning (DGPS) and its received signal of radio position finding is civil GPS signal, which is sent out by GPS satellite with the frequency of 1575MHz. 1de1'1tggt4Sttg>ttgt§2 ~~~~~~~~~~~~~68 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station Power launched by GPS satellite is 20-50W, with direct-to-ground height is about 20,000km. In case being estimated conservatively, launching power is as P=20W as well as the distance between GPS satellite and receiving point is as r =27,000km, antenna gain is as G=3dB (two times), and signal field intensity of its ground receiving point is E=(30PG) 12/r= 1.3x 10-6V/m= 1 .31LV/m Namely E= 2.2dBAV/m. Communications technology of spread spectrum is adopted in GPS system, which transmission gain of spread spectrum reaches above 50dB and can work normally under situation of electrical level of GPS signal is less than that of wireless noise greatly. The effect of this receiving electrical level is equal to receiving effect of electrical level of non-spread spectrum signal, which is 52.2dBAV/m. 7.4.2.2 Interphone Communications radius of professional interphone system of the project is 5-8km, which can be used in the city where there are so many high buildings and available frequency band above 400MHz. The actual min-receiving field intensity is calculated as 5 1dBytV/m (the data from http://www.freetalker.net/zl/show/ 200312002.htm). 7.4.3 Power frequency of interfered communications equipment and intensity of interference field at the location of the transformer substation and trolly wire. 7.4.3.1 Transformer substation Monitoring result of Minqing 220kV transformer substation is quoted in this assessment. Intensity of interference field at the location of 20m beyond the enclosures of the transformer substation that is provided with the frequency of 30MHz, will not more than 10 dBuV/m, considering factors of the weather, in case being estimated conservatively, field intensity is increased 10dB, the max intensity of interference field of 30MHz is 20 dBizV/m. Each frequency of interference field of the transformer substation is decreased several-fold as 6dB. For the frequencies of 30MHz, 400MHz and 1575MHz are decreased 3.7 times and 5.7 times respectively. According to damping rule of frequency and the max-intensity of interference field of 30MHz, under the frequency of 400MHz and 1575MHz, intensity of interference field at the location of 20m beyond the enclosures of the 220kV transformer substation are -2.4dBLV/m and -14.2dBAV/m respectively. The distance between the dispatching center and the transformer substation is 400m, which is 20 times of the distance from the location of 20m beyond the enclosures of the substation. In case the distance of the 220kV distribution unit center will be taken into consideration, the intensity of interference field is decreased 20dB calculated based on damping rule (inverse-square law) of crossing distance of aerial wires. The intensity of the transformer substation at the dispatching center under the frequencies of 400MHz and 1575MHz are -22.4 dBAV/m and -34.2dBAV/m respectively. rJH rIii4gfXP4ttE>G'$MtFA11SitM 69 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 7.4.3.2 High-voltage trolly wire Wireless noise produced by high-voltage trolly wires is mainly corona discharge noise. Frequency spectrum of corona is concentrated less than 30MHz, which could not influence interphone (f 0OMHz) and GPS positioning system of the project. In infrequent special cases, in case insulator of iron tower of high-voltage trolly wire has defect, which shall cause spark at the hole or fracture and air gap would discharge, the frequency spectrum will be extended more than 10OMHz. Being shown as the above-mentioned Diagram 5-46 of the teaching materials (basis of reference (OdB) of the diagram is corona noise less than 0.5MHz), on the interfered frequency that is cared about, the comparative intensity of interference field of the frequency X00MHz is -24dB, as well as that of 1575 MHz (a little bit beyond the range of the frequency in the diagram) would be less than -5OdB. Because the minimal horizontal distance between the main building of the dispatching center and the insulator of the 220kV iron tower is 40m, the field intensity is decreased 6dB than that at the location of 20m according to the damping inverse-square law. In case wireless noise of the 220kV high-voltage trolly wires reaches the standard (the intensity of interference field at the location, where is 20m distance between ground cast shadow of the side conducting wire at the frequency of 0.5MHz, is 53dBAV/m), and the estimated value of the intensity of the interference field at the location where the airspace of the insulator of the iron tower at the frequency of 400MHz is 53dBkuV/m-24dB-6dB=23dBAV/m, and that at the frequency of 1575MH is 53dBAV/m-50dBI-6dB=-3dBAV/m. 7.4.4Signal-noise ratio and assessment on interfered communications equipment Noise power of receiving frequency range is directly proportional to the receiving bandwidth. Occupying bandwidth of civil GPS positioning system is 5MHz, which is 556 times of bandwidth of resolution ratio of quasi-peak detector of 9kHz at the frequency band between 0.1 5-30MHz. The intensity of interference field in its receiving bandwidth shall be added 27.4dB. The maximal frequency departure of interphone is ±5kHz and that of the effective bandwidth of signal is lOkHz, which intensity of interference field shall be added 0.5dB. When the dispatching center only just takes the wireless interference of the 220kV transformer substation into consideration, signal-noise ratio of 400MHz interphone is 5ldBAV/m-(-22.4dBtV/m+0.5dB)=72.9dB; signal-ratio of 1575MHz GPS system (considering extending frequency gain) is 52.2dBjuV/m-(-34.2dB/V/m+27.4dB) =59dB, which is excellent. Therefore, construction of the 220kV transformer substation will not influence GPS positioning system and interphone of the dispatching center. When the dispatching center just takes the wireless interference of the insulator's airspace of the iron tower of the 220kV trolly wires into consideration, signal-ratio of the 400MHz interphone is 5ldBAV/m-(23dBgV/m+0.5dB) =27.5dB, which is bigger than the standard signal-ratio of 12dB; signal-ratio of the 1575MHz GPS system is 52.2dBAiV/m-(-3dBuV/m+27.4dB)=27.8dB, where communications is normal. F-IlmTJNIf*)fR1tg itg&igiig5tgltAgl 70 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station Therefore, it is defective to lead out the 220kV trolly wires at the insulator of the iron tower when the new transformer substation is constructed, but when the airspace is discharging, it will not influence GPS positioning equipment and interphone. 7.5 Risk Impact Assessment on the Transformer Substation and High-Voltage Trolly Wire Gas station is the top category of lightning-protection building of Criterion for Lightning-protectionDesign of Building (GB 50057-1994), which shall be taken measures for lightning-protection. Because there are high-voltage trolly wires, which are easy to be lightning-stroked, nearby the gas station and the dispatching center, it is easier to produce electric spark by lightning strokeg in gas station and destroy the electric equipment in the dispatching center. Surge protector, equipotential connecting and masking grounding shall be installed in the dispatching center. The distance between intended removal of high-voltage trolly wire and gas station is only 25m, so the electric spark produced on trolly wires by lightning shock may threaten the safety of the gas station. The induction voltage of lightning in gas station will be high, so whether the plan of trolly wires is practical shall be accepted by the Lightning Protection Department, unless underground cable shall be adopted. The lightning-protection drawing and facilities shall be examined and accepted by the Lightning Protection Department. On the other hand, fire or explosion under the trolly wires will threaten the trolly wires. In case accident happens, it will bring about power cut in a large area. Therefore, trolly wires shall be kept a suitable distance with the gas station to ensure that they would not influence each other. In accordance with Regulation on the Protection of Electric Facilities of No.39 Decree of the State Council of the PRC, the protected area of 220kV and 110kV overhead electric line are the region in which sideline of conducting wires are extending horizontally 15m and 10m, and vertical with the two parallel surfaces. According to the plane layout of the initial design, gas station, dispatching center and employees' dormitory and the Waiting Hall accord with the requirements of Regulation on the Protection of Electric Facilities. 7.6 Conclusion and Countermeasures 7.6.1 Conclusion The construction of the new 220kV transformer substation and its 220kV trolly wires will not interfere with the interphone, GPS positioning equipment and CRT display in the dispatching center. The intensity of power frequency electromagnetic field of the dispatching center, waiting hall, employees' dormitory is less than the assessing standard of impact of power frequency electromagnetic field produced by high-voltage power transformation engineering on the public. The intensity of power frequency electromagnetic field is under the strictest standard in the world; therefore it shall not influence the workers and the public in the parking lots. People who are walking under 71 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station the 220kV trolly wires will not suffer lightning shocking in the rainy day. The gas station, dispatching center, employees' dormitory and waiting hall of the layout of the initial design shall accord with the requirements of Regulation on the Protection of Electric Facilities. In case the intended I IOkV trolley wire suffers from lightning shocking, it will threaten the safety of the gas station. Whether the plan of trolly wires is practical shall be accepted by the Lightning Protection Department, unless underground cable shall be adopted. The lightning-protection drawing and facilities shall be examined and accepted by the Lightning Protection Department. 7.6.2 Countermeasures The gas station and dispatching center shall take measures that can protect lightning on the high-voltage trolly wires. 7.6.3 Suggestion Interphone is suggested to use on the roofing to improve the signal intensity of the interphone. The electronic equipments in the dispatching center shall be allocated on one side of the 220kV trolly wire to decrease the impact of lightning on the high-voltage trolly wires. F+1 d14914I*f )!1Z;li4t<#l;&A3t 'Miil 72 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 8 Risk analysis and Building Preliminary Plan For Emergency. The project includes one gas station. According to the requirements of the experts, the gas station shall undergo risk analysis and havet a preliminary plan for emergency. The service station is flammable and explosive, which is the key department of fire protection. Precaution shall be put into the most important position in the security management of the service station, where shall be kept away and managed strictly, to put the key position on the protection of fire and explosion. At the same time, the preliminary plan for emergent accidents shall be formulated by any possibility. The related managers and the staff of the service station shall be familiar with the preliminary plan for emergent accidents and execute exercise on the site according to the requirements in order that they can do their own work and take remedial measures timely when the accidents are coming to decrease the loss at the minimal level. 8.1 Categories of Accidents and Risk Analysis Categories and risk analysis of gas entrainment There are four categories of accidents in the gas station: the first one is burning, the second one is explosion and leakage, the third one is explosion after burning and the last one is burning after explosion. No matter what kind accident happens, it will bring about very serious consequence. Therefore, prevention shall be strengthened to put an end to the accidents. At ordinary times, all the staff of the station shall study technology seriously and know well the complete process of the gas station and understand the hazard of the accidents to keep no risk at all. Meanwhile, the study and exercise of the preliminary plan for accidents shall be enforced in order to the accidents can be solved at any moment. According to the technology and equipment of the gas station, the possibility, hazard, prevention and emergency treatment are included as the follows: (1) Burning. Burning shall meet the following two conditions: the first one is gas leakage and the second one is burning source. The gas leakage may happen at many places, such as pipes, valves, gas collectors, compressors, desiccators, recovery pot and filtering pot etc. Except that the repair and maintenance shall be enforced, the inspection in the operating process is more important. In case the leakage is checked up, it shall be solved carefully in time. Gas leakage shall be prevented well firstly. The second point is preventing the burning source. Spark may be produced on the electric equipments (including the wire terminal becomes flexible, the electrical machine is not sealed rigorously), and produced by collision of metals, static electricity (static on equipment such as gas-entraining gun, gas pipe, chemical fiber clothing of workers and normal flashlight etc), wrong operation, fault of heating equipment and other fire sources. The Countermeasures is enforcing the maintenance and inspection of equipment (including ground lead), cross-under stirrup of pipe grounding 73 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station etc. In addition, knocking and collision shall be escaped in the repair. When necessary, the gas supply shall be cut off in order to protect well. The works can't wear chemical fiber clothing on duty (2) Explosion or leakage. The explosion in the gas station is mainly happened on the pipes and equipments when the pressure exceeds the intensity that the pipes and equipments could endure. The reasons are composed by two aspects ordinarily. The first one is the system pressure exceeds the regulated pressure; at last it exceeds the utmost limit of intensity of the equipment and its fittings, and then bring about the explosion or local burst. The second one is that during the operating process of the equipments, pipes and fittings, the intensity and enduring ability are decreased because the factors of corrosion and fatigue etc, and then the explosion will be brought about and the leakage will also be brought about because of loosing of conduit joint. The first step of prevention against this kind of accident is preventing overpressure and enforcing the maintenance. Overpressure operation is prohibited, therefore, in the maintenance of the equipment, compulsory-inspecting instruments such as safety valve and manometer shall be submitted for censorship regularly in order to prevent against overpressure brought about the out-of-run of the equipment. In terms of prevention against corrosion and fatigue of equipments, it is required to solve through maintenance. In terms of gas bottle, it shall be prevented against hydrogen brittleness produced by corrosion of hepatic gas; then it shall be submitted for censorship. (3) Explosion after burning; In case the burning of the gas can't be exterminated rapidly, the containers in the gas station will be heated, and the air pressure will be decreased rapidly; in case the exhausting is not easy and smooth, the explosion will be happened. This case is not easy to happen because the gas bottles were experienced the similar experiments. But in case the fire is so campaigned and the heating is decreased rapidly, the rapid increasing of pressure will bring about the explosion. The other situation is fulmination. Because the burning is heating the gas in the container, and the gas in the container is leaking through the safety valve; when it mixes with the air on the mixing ratio of 5%A15%, the explosion will be happened in case it meets the fire source. Therefore, the gas bottle storeroom shall not be closed and the draught of the storeroom shall not depend only on fans; the storeroom shall be open wide or half-open wide, at least scuttle shall be set up; and shall be isolated with machine room and station through fire partition to decrease the accidents. (4) Burning after explosion. In case the equipment and pipes explode, the gas will be leaked. In case there are not fire sources outside and no violent collision, the burning will not happen; in case the air supply passes the explosion point, a large amount of the gas will be leaked continuously to form fuel and air mixture; at this time, it is very dangerous that the burning after explosion will happen. 8.1.1 Risk analysis of fueling The risk features of oil storage tank area are reflected as oil spilling, oil leak, - Nj)+1 *63i1[PW&MAW 'g9499M 74 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station bleeding, oil leakage, fire and explosion. The following table lists the main risk feature and the analysis of reasons. Table 8.1-lRisk Analysis of Oil Storage Tank Area Risk category Hazard Oil leakage (spilling, leaking Pollute the ground Breakage of oil tank, pump, and bleeding) water compression and pipes Pollute the surface Corrosion of buried tanks and pipes water Flooding point and bumping of oil Bring about fire and tanks explosion Capacity of fire-dike is not enough Leakage Wrong operation Fire and explosion Property loss Oil leakage Casualty of the staff Mechanical, high temperature, electric Polluting the and chemical sources of fire environment 8.2 Key points of emergency treatment Being dead against the above-mentioned features, in case the gas station suffers no matter what kind of accident, it shall take remedy measures rapidly to control the exacerbation of the accident. For this, the key points of emergency treatment are: (1) Fire accident: the gas supply shall be cut off rapidly, namely cut off the main valve of inlet gas and air valve as well as cut off the power supply. (2) Explosion accident. The power supply shall be cut off rapidly, namely cut off the source of fire as well as cut off all gas valves and gas supply. (3) Isolate the side rapidly. Irrelevant persons are not allowed to enter in. Prevent smoke and fire strictly as well as prevent against accidents. (4) Flames shall be put out immediately and call the police rapidly. 8.3 Division of work for emergency treatment In case accidents happen, all the staff shall dive into the salvage. The main remedy measures shall be divided. The staff shall be trained usually before the accidents happen. According to the technology and managing situation of the gas station, the division of work as follows: (1) The stationmaster or administrator shall take charge of the treatment of the accidents. They will be in charge of divide the work, organize and conduct cutting off the gas, power, fire extinction and alarming, and then they will isolate and protect the site after the accidents are controlled. (2) The jockey and maintenance worker in the machine room are in charge of cutting off the gas supply and in accordance with the flow of the pipes, they shall be in charge of cut off the main inlet valve, gas pool and air nil8 +l75 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station valve. (3) The electricians are in charge of cutting off the power supply. In terms or explosion or leakage accident, they shall solve it rapidly and decidedly. In terms of burning accident, they shall take the circumstances into consideration to solve it. (4) When burning accident happens, the gas-entrained worker and the entrance guard shall put out the fire by extinguisher. In case the flames are very difficult to put out, the gas-entrained worker shall call the police; when explosion or leakage accident happens, they shall be in charge of isolating the site and safekeeping. (5) Other people shall take part in extinguishments or safekeeping. 8.4 Emergency treatment and emergency plan for the major accidents In terms of treatment of abrupt pollution accident, "precaution crucial, safety first" of the basic guideline for the environmental protection shall be followed. Especially for those abrupt fire and explosion or other pollutions, precautions shall be put into the most important position as well as the management shall be enhanced. In order to put the guideline of "precaution crucial, safety first" into effect, control source of hazard, save injured persons, guide the residents to protect themselves, organize to withdraw and eliminate the hannful consequence, the preliminary plan for emergency must be built up. It needs the combination of constructors and social succor. The detailed suggestions as follows: 8.4.1 Emergency treatment for the engineering project The emergency treatment for the engineering project means that measures shall be taken to decrease the hazard of equipments, materials and management in the construction and production produced by the accidents. (1) Emergency equipment and material Emergency equipment and material shall include fire fighting and industrial health etc. Interior fire-fighting department of the project is compulsory fire-fighting organization, which staffs are not only producer but also firemen. The compulsory fire-fighting team must be organized well in the project. Organize them accepted train of professional fire-fighting, use and maintain the fire-fighting equipment in order to ensure that the extinguishments of the fire at the beginning would not be delayed, the accident would not be expanded as well as the good chance of extinguishments would not be missed. According to related statistics, good organization of compulsory fire-fighting team is one of the effective measures for accident protection. Technical equipment for fire fighting includes extinguishing agent and mini-type fire extinguisher etc for the project. The storage of extinguishing agent shall meet the requirements of fire fighting; at the same time, according ds14-6Fgit4ttg& gt^'jlgt"# 76 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station to the requirements of fire fighting, the corresponding fireproofing facilities, tools, passages, banks and materials shall be prepared. On the other hand, it is very important to prepare productive hygiene facilities and personal protective articles. Productive hygiene facilities include industrial lighting, industrial draught, anti-vibration, noise-damping, anti-explosion, gas defense and anti-radiation etc. personal protective articles include the helmet, protective shoes, eye shield, anti-concussion plug, ear muff, helmet and protector of respiration etc. (2) Emergency treatment for site management Emergency treatment for site management includes formulation of plans and exercises, such as organization, system, division of work, self-aid etc. Organize to formulate managing system and technical measures for precaution of disaster and accident and carry into effect as well as make clear the requirements of emergency treatment. Formulate managing system of the safety of chemical dangerous articles and preliminary plan for emergency of chemical accident. Organize and train rescue team for accidents in the project, prepare necessary protective and rescue materials and equipments as well as specify a specially-assigned person to manage, inspect and maintain regularly in order to keep them perfect. Make clear the site directing organization and related system of emergency treatment as well as the responsibility to ensure that the direction is executed successfully. Ensure the communications and report and connect to the leadership timely. Materials department shall ensure the requirements of self-aid. (3) Monitoring measures on site In order to ensure the accidents could be restrained and the disaster-relief could be effective, monitoring system and facilities on site shall be prepared to find and know the accidents timely and correctly and forecast the developing trend. Monitoring measures include preparation of monitoring and waming system for accidents, movable or portable type of monitoring device on site and analyzing and inspecting device in analysis room. Train, management, improvement of business quality of inspectors (4) Measures for dealing with problems arising from an accident on site In terms of dealing with problems arising from an accident on site, the plan shall be formulated, which in an important part for emergency plan. The plan for dealing with problems arising from an accident is very important for the prevention against expanding of pollution and causing the next accident, therefore it shall be paid a great attention to. r- 1 f *4,*&43f lOi MA it V0 ;JIli1 77 X Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station The plan of dealing with problems arising from an accident includes cleaning up, decontramination, recovery of production, and pollution inspection for the staff who disposed the accidents, medical treatment and timely treatment for injured persons on site. The plan of dealing with problems arising from an accident also includes the further safety inspection on site, especially hidden trouble produced by the accidents or stayed after the salvage, whether the hidden trouble could cause new accidents. The plan of dealing with problems arising from an accident also includes reason analysis of accidents, experience of lesson, improving measures and summary, compile accident report and report to the related department to keep filing. 8.4.2 Emergency treatment in reservoir area 8.4.2.1 Protective measures for decreasing hazard in reservoir area Protective measures for decreasing hazard in reservoir area of oil and CNG are the execution of protective measures for the whole enterprise on the basis of taking protective measures on site in order to rescue when self-aid of each device couldn't finish. (1) Build up professional fire-fighting organization. According to national fire-fighting statute, the enterprise shall build up professional fire-fighting organization combing with its real situation. Except building up a professional fire department, formulating plan of fireproofing and disaster protection as well as make clear response area, the fire-fighting plan shall be formulated as well as drilling on the spot shall be executed in accordance with the flammable and explosive area where have key productive device, key position, key equipment etc in order to improve business quality and ability of fire-fighting and disaster protection. (2) Prepare fire-fighting technical equipment. The fire-fighting system shall be set up according t national fire-fighting criterion strictly. (3) Build up industrial hygiene, environmental monitoring and managing system NMHC (non-methane hydrocarbon) and noise on the operating environment and accident site shall be monitored, and then the corresponding precaution measures and emergency plan shall be formulated. The corresponding monitoring instrument and lab shall be prepared for the monitoring of industrial hygiene. Meanwhile, portable instruments and meters and quick-detecting means shall be prepared for urgent need on accident site. Build up environmental monitoring system to monitor the atmosphere and weather of an accident, including measurement and analysis of concentration. Build up database and automatic conveying and processing system of rltTfit4f tt>t'4jgt§4 78 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station industrial hygiene and environmental monitoring in order to supply analysis result and scientific decision timely. 8.4.2.2 Rescue measures for emergency in reservoir area Rescue measures for emergency in reservoir area of oil and CNG shall be directed uniformly on the precondition of "precaution crucial" through building up emergency center. (1) Emergency organization and its responsibility. Emergency center shall be established in the reservoir area of oil and CNG. Its main responsibilities are: (O Organize to formulate managing system and technical measures for precaution against disaster and formulate preliminary plan for disaster; © Organize to develop train and exercise for precaution and rescue of emergency in the enterprise. Regular drilling and study of theory will be developed under the hypothetical situations in order to examine the operability, suitability and Stringency of the plan, as well as organize to compile Handbook for Abrupt Emergency, which shall be hold by everyone for consultancy; ( Organize and direct self-aid and social-aid for the accidents in the enterprise. Some professional departments, which are in charge of finishing its work, are established under the emergency center. (O) Safety supervision department shall formulate management system and technical measures for prevention of disaster accidents; compile plan for emergency rescue; organize education and train for accident precaution and emergency rescue; organize and direct self-aid and social-aid of emergency; organize to report the accident analysis to the leadership. ® Environmental protection department is in charge of organizing site monitoring and environmental monitoring of the accidents, determining endangered area of the accident, forecasting the extent of injury of the accident, directing the execution of measures for controlling the pollution. © Industrial hygiene department and medical treatment department are in charge of organizing gas defence and medical treatment on the accident site, determining the extent of injury on the staff produced by the poison and directing rescue and defence of the staff on site. (O) Professional fire department is in charge of controlling the source of hazard, rescuing the injured persons, putting out the fire and cleaning up the site. '' 1'J1 f5w f4 *1 3Efi&49 t w'91 T, I I 79 . Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station ® Information department is in charge of emergency communications team to ensure the rescuing communications could be straightway. ( Material department is in charge of ensuring the supply of disaster-relief materials and equipments. (O) Communications department is in charge of ensuing the delivery of disaster-relief materials, removing and transport of injured persons. ® Security body is in charge of organization of quick-rescuing team, negotiating the public security and fire-fighting department to rescue the injured persons, safekeeping and removal. ® Maintenance department is in charge of rushing to repair of the electromechanical instruments and buildings. (2) Emergency rescue When the gas station suffers accident, the alarming shall be correct and rapid; at the same time, the compulsory fire-fighting team shall be organized to develop self-aid. Take measures to control the source of hazard to prevent against the disaster happens again. When the gas station needs the rescue from the rescue center, it shall be reported rapidly. The emergency center shall report each professional department to rescue on the site. In the rescue on the accident site, the headquarters on site shall direct uniformly. The situation of the disaster and rescue activities shall be reported to the emergency center by the headquarters. And then the emergency center shall report to the social rescue center. In case the social rescue is needed, the social rescue center will dispatch the professional teams to the site. (3) The termination of emergency situation shall be determined by the emergency center in the gas station according to the suggestions of headquarters and experts of accident emergency committee and then issued. The accident site and impacted area shall be taken measures of dealing with problems arising from the accident according to the real situation. The measures of dealing with problems arising from the accident include rescission ultimately, cleaning up the site, cleanout the pollution and recovery of production; medical treatment of injured persons in the accident; estimation of casualty loss; analysis of accident reason and precaution measures for accidents happen again; summarizing the lessons; making out accident report and report to related department to keep filing etc. 8.4.3 Preliminary plan for emergency of social rescue rlI+ D liATfP4 ITr n& it l #9ffF4saIt 80 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station Because the accident happens abruptly and impacts on a large scale, the accident emergency shall be followed by the principle of "directed uniformly; taken respective charge by each grade; combining precaution with rescue; precaution crucial; integrating point and sphere; guaranteeing key point; combining experts with the public; scientific and effective". In case fire and explosion accident happens, it shall be disposed according to the preliminary plan for emergency. The emergency plan is divided three grades: the service station, the region and the municipal emergency. A complete plan includes: 1. General principles 2. General situation of the source of hazard 3. Emergency plan area 4. Emergency organization 5. Classification of emergency situation and response progress 6. Emergency facilities, equipments and materials 7. Emergency communications and notice 8. Emergency environmental monitoring and evaluation of consequence of the accident 9. Protective emergency measures; Measures, means and materials for cleaning out the leakage 10. Control of emergency dosage; Organization and plan of departure; medical treatment and public health 11. Termination of emergency status and recovery measures 12. Train and drill 13. Public education and information 14. Record and report 15. Appendix. Preparation and formation of various appendix materials related with emergency accident. 8.4.4 Brief summary In case leakage of a large amount of oil or CNG, fire accident happens, the corresponding emergency measures shall be taken according to compiled emergency allocation and emergency program in advance to stop the accident or decrease the dispreading hazard brought about by the hazard. The basic principle of emergency program is: alarming; estimating the level of 81 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station hazard; rescuing people first and rushing to save life and property. At the same time of self-aid, it shall be reported to the leaders, such as Fire Fighting Bureau, Environmental Protection Bureau, in order to gain salvation. 8.4.4.1 Fire-extinguishing and emergency program Quick fire extinguishing includes: (ODetective the fire ()Alanning system; Reporting workers on site and the emergency center (®)Self-aid of the workers in the factory, but only including trained workers Environmental protection includes: (OLeakage detecting (®)Report the leadership quickly )Dispose of the leakage articles Under the circumstance of fire, it must contact with the fire-fighting department immediately to control the fire within the factory. Workers in the service station shall be accepted fire-fighting train and exercises usually so that they can inspect fire-fighting facilities and know how to use fire-fighting facilities. 8.4.4.2 Emergency plan A program of emergency plan and departure from the site shall be established based on combining with the leader department and fire-fighting department. The emergency plan includes two parts: emergency plan in the service station and emergency plan outside the service station. Emergency plan in the service station The program aims at protecting workers on site and disposing abrupt accident. The program is in the charge of the emergency center on-site. Emergency plan outside the service station The program aims at protecting surrounding people, property and environment. It is in the charge of local department, namely that introducing preliminary plan for emergency from social rescue. 8.4.4.3 Fire-extinguishing Under the circumstance of fire, the following actions shall be adopted voluntarily as possible according to the severity of abrupt accident: - Alarming; All workers on site shall be removed quickly except F-)I'{i-r~9,tAapf4*FI,Lffi&4931wigglf4atigIf M 82 Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station fire-fighting staff; - Inform the fire-fighting department immediately by telephone; - Try all the best to extinguish the fire. r sp'1tgit4tmg& mtg'twgg"% 83 _~~~~~~- - - - - - .- .__ Environmental Impact Statement on Parking Area Construction Project of Fuzhou Jinshan Central Bus Station 9 Evaluation and Suggestion of Countermeasuress for Pollution Treatment 9.1 Countermeasuress for sewage treatment and feasibility analysis In the project, sewage is initially disposed by each discharge outlet of the source of pollution, and then discharged into Jinshan Sewage Plant. It is clear from the analysis of the previous works that this project just maintains the sewage from the maintenance shop, which doesn't meet the requirements of discharging through the pipe. But for the security, in terms of the waste water of washing the automobile from the maintaining plant, sewage from the service center, water for washing and care of the automobile and sewage from the dining room, they will be discharged to Jinshan Sewage Plant to dispose after the process of oil-filtering, slag-filtering and air flotation. The process of swage treatment as follows: (1) Requirements of process design Early rainwater is mixed with sewage after pretreatment of oil-filtering and desilting, and then disposed by Jinshan Sewage Plant, at last discharged according to the first grade standard of The Integrated Wastewater Discharge Standard (GB8978-1996) (2) The process of purification treatment of sewage The flow process chart: Chart 9.1-1 Flow Chart of the Pretreatment Process for Sewage Ts f h;g;P8ltlM );&3