World Bank Financed E884 VOL. 2 ZheGanLine Railway Electrification Speedup Renovation Project Environmental Impact Assessment Environmental Impact Report (3rd Edition) Beijing OASIS Environment Protection Technology CO, Ltd Second Railways Survey & Design Institute January, 2004 Chengdu FIL COPYn Table of Contents 1. General .........................................1 1.1 Project Background .........................................I 1.2 Basis ..................................................2 1.3 Rating of evaluation .4 1.4 Assessment factor .4 1.5 Scope of assessment.5 1.6 Evaluation period .6 1.7 Evaluation Criterion.6 2. Project Description . . . 1 3 2.1 Overview of existing project .1 3 2.2 Newly built works .1 5 3. Evaluation on general situation of the environment . . .2 2 3.1 General situation of the natural environment ...................................... 2 2 3.2 Natural reserves and key points of interest.2 3 3.3 General situation of the ecological environment .................................. 2 3 3.4 Noise ......................................... . . . 2 8 3.5 Present Status of Water Environmental Quality ...................................... 102 3.6 Ambient Air Quality ...................................... 113 3.7 Electromagnetic Environment ........... ........................... 118 3.8 Underground water resources .......... ............................ 128 3.9 Engineering geology ...................................... 129 3.10 Unfavorable geology ......................................................... 129 3.11 Soil and water loss ......................................................... 130 3.12 Present situation of social environment .................................................. 136 4. Environment impact assessment and environment protection measures .......... 141 4.1 Environment impact assessment and environment protection measures. 141 4.2 Soil and water loss ......................................................... 168 4.3 Forecast on influence of acoustic environment and mitigation measures 192 4.4 Assessment of the Impact on Aquatic Environment and Protection Measures ......................................................... 255 4.5 Air quality .296 4.6 Electromagnetic environment .302 4.7 Solid waste .314 4.8 Social impact analysis .316 4.9 Landscape Impacts and Mitigation Measures .324 5. Alternative Proposal ..326 5.1 Comparison of railway proposals (alternative proposal) .326 5.2 Comparisons of the railway and highways (alternative railway proposal) 327 5.3 Comparison of local route-selection proposals .329 6. Environment Management, Supervision and Monitoring Schedules... 340 6.1 Environment management organizations .340 6.2 Environmental supervision plan .347 6.3 Environment Monitoring Plan .349 6.4 Personnel training ............................................... 358 7. Public participation ............................................. 360 7.1 Overview .360 7.2 Composition of Public Participation .360 7.3 Public opinion .361 7.4 Opinions from local governments and experts .368 7.5 Summary .369 7.6 Feedback and practice of public participation information .369 7.7 Information Disclosure .369 8. Conclusion ............................................. 373 8.1 Rationality of Line Selection ............................................... 373 8.2 Assessment Conclusion of Present Environment Status ......................... 373 8.3 Assessment Conclusion of Environment Impact .................................... 374 8.4 Estimated Investment on Environment Protection .380 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 1. General 1.1 Project Background The ZheGanLine Railway is a state-level main-line railway, and the most important, westward running artery that runs east-to-west to the south of Yangtze River. The line is an important component of a multidirectional framework system, in which, 8 state trunk lines going down from the north to the south and another 8 extending from the east to the west. It is also an important component of an express passenger transport system of China, in which 4 lines going down from the north to the south and another 4 extending from the east to the west. The two systems are also handle most part of material and personnel interchange in the regions of East, South and Southwest China. The ZheGanLine Railway, together with the Beijing to Kowloon Railway, forms the fastest and most convenient landway route between the Yangtze River Delta and the Pearl River Delta. The engineering feasibility study and preliminary design of the Project were completed in October, 2001 and November, 2003 respectively while the final elaborative design of contraction drawing is expected to be finished by April, 2004. The environmental impact assessment of electrification speedup renovation project for reconstructed Zhejiang - Jiangxi Railway is presided over by China Academy of Railway Sciences(CARS) and compiled by Second Railways Survey & Design Institute (SSDI). The evaluation group submitted the outline of environmental impact assessment in April, 2002 and it was reviewed and approved by SEPA on May 28, 2002. In Dec., 2002, the Environmental Impact Report was completed and passed the review performed by SEPA on Jan 26 and 27, 2003. Because of changes in technical norms and part of line proposal of the project, the revised environmental impact assessment report was worked out in Nov., 2003 and reviewed and approved by SEPA on Dec. 6 and 7, 2003. EA Unit furnished to the World Bank the first edition of the Report in May, 2003. It passed the pre-evaluation by the delegation of the World Bank in June, 2003. EA Unit amended the report and presented the second edition in Nov., 2003 according to the changes in technical norms and part of line proposal for the Project. It again passed the pre-evaluation of the delegation of the World Bank. Based upon the memorandum for the pre-evaluation, the third edition of the Report and compilation of Environmental Management Plan and summary on Environmental Impact were amended and completed by EA Unit in Dec., 2003. This Project is a renovation to the existing railway. Part of sections on the railway was renovated and rebuilt due to updated technical norms. The renovation in this Project will lead to such problems as noises increase, land occupation, interference with biological system, division of community, soil and water loss and resettlement. Therefore, it belongs to a construction project, Category A. 1~~~~~~~~~~~~~~~ TE la SV; -& EI NSitE OF RIL WAYS TIIE .F.COND SURVER & DESIGN INSTITUTE OF IRAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 1.2 Basis In the process of preparation of environmental impact assessment document, relevant domestic laws, regulations and environmental impact assessment guide rule as well as safety policies issued by the World Bank all serve as the basis of compilation, which are listed as followed: 1) Environmental Protection Law of the People's Republic of China; 2) Environmental Impact Evaluation Law of the People 's Republic of China; 3) Law of the People's Republic of China on Water and Soil Conservation; 4) Law of the People's Republic of China on Prevention and Control of Pollution From Environmental Noise; 5) Law of the People's Republic of China on the Prevention and Control of Atmospheric Pollution; 6) Law of the People's Republic of China on Prevention and Control of Water Pollution; 7) Law of the People's Republic of China on the Prevention and Control of Environmental Pollution by Solid Waste; 8) Forestry Law of the People's Republic of China; 9) Law of the People's Republic of China on the Protection of Cultural Relics; 10) Decree of Agricultural Land Protection 11) State Council Order No. 253; Ordinance of Environmental Managementfor the Construction Projects; 12) State Environmental Protection Administration of China Order No. 18; Environmental Proteclion Management Procedures for Electromagnetic Radiation tk 0- m - Vffi i£ - I- 1R 2 THE SFCOND SURVER A DESIGN INSTITUTE OF RAI.WAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 13) State Council Document GF [2000] No.31; "State Council s Circulation Concerning Further Advancement of the Nation-wide Construction of Environmentally-Friendly Routeways. " 14) State Environmental Protection Administration of China Document GHF [2001] No.108; "Circulation Concerning the Strengthening of Prevention and Control of Pollution From Environmental Noise on Railways. " 15) Circulation on Strengthening EIA for Construction Projects Receiving International Financing 16) Comments Made by Zhejiang Province on the implementation of Management Rules on Environmental Protection of Construction Projects; 17) Environmental Protection Regulation for Construction Project of Jiangxi Province; 18) Environmental Pollution Prevention Regulation of Jiangxi Province; 19) Environmental Protection Regulation of Hunan Province; 20) Environmental Protection and Control Regulation for Construction Project of Hunan Province 21) Ministry of Railways TJZ [1995] No.84; "Notice Concerning the Issuance of Management Procedures for Environmental Impact Assessment of Railway Construction Projects and Management Procedures for the "Three Simultaneous Actions to be Taken " During Railway Construction. " 22) Ministry of Railway TJZ [1997] No.46; "Notice Concerning the Issuance of the Environmental Protection Regulations for Railways. " 23) Railroad Development Planning Commission TJ [2001] No.8; "Circulation of the State Council s Notice Concerning Further Advancement of the Nation-wide Construction of Environmentally-Friendly Routeway." 6X) M Sg - m V it R 3 O D TIlE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 24) Technical Guide Rule for Environmental Impact Assessment; Among the 10 safety policies issued by the World Bank, Environmental Assessment (OP/BP/GP4.01 and Appendix thereof), Environment Action Plan ( OP/BP/GP 4.02), Natural Habitats (OP/BP/GP 4.04), Cultural Property (OP 4.11), Involuntary Resettlement (OP/BP 4.12), Forestry ( OP/GP 4.36) are all taken as the initially screened principle, and incorporated into the entire environmental assessment procedure. The remaining policies of World Bank are not applied to the Project since no reference is made to these stipulated clauses, which involve Pest Management (OP4.09), Indigenous People (OD4.20), Safety of Dams (OP4.37), International Waterways (OP7.50) and regions still in dispute (OP7.60). 1.3 Rating of evaluation Emphases of assessment are put on ecological environment impact assessment, acoustic, aquatic & electromagnetic environment and social environment. Rating of major environmental element evaluation: 1) Ecological environment: Grade III. 2) Acoustic environment: Grade III 3) Surface water environment: Grade III 4) Electromagnetic environment: Grade II 5) Air environment: Close to Grade III. 1.4 Assessment factor 1) Ecological environment: Soil and water loss, agriculture ecological environment. 2) Acoustic environment: Leq (A). 3) Surface water environment: PH, SS, COD, BOD5, petroleum products, LAS. THE SECOND SURVER & DESIGN NSTITUTE 0P RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 4) Electromagnetic environment: Signal-to-noise ratio(D/U). 5) Air environment: Smoke dust, SO2, NOR, CO. 6) Solid waste: Rubbish from passenger train, production and household garbage in stations and railway division. 7) Social environment: Socioeconomic problems induced from land requisition & relocation, resident resettlement and railway construction. 1.5 Scope of assessment This project evaluation involves a scope that covers electrification renovation to the existing railway ranging from Hangzhou to Zhuzhou on the ZheGanLine Railway and Yingtan, Nanchang, Zhuzhou Junction, as well as the existing main line (KO+0OO- K945+270.27). The total line is 941.759Km long. Evaluation range of different environmental factors: 1) Ecological environment evaluation: 300m wide areas on both sides of the railway. Priority will be given to land for permanent and temporary use in this project. 2) Acoustic environment: Areas 120m off the centre line on both sides of the railway. Where sensitive receptors are set, the area can be expanded up to 200m accordingly. 3) Surface water environment: Areas that stretch 0.5Km in upper reaches and 5Km in lower reaches of receiving body of water at drain in each railway station and section. In places of bridges across a river, the area shall be 200m in the upper reaches and 1,OOOm in the lower reaches. 4) Electromagnetic environment: Residence area within 50m off both sides of railway. 5) Air environment: Trend analyses on impact, produced from discharged air contaminants by traction locomotive along the railway, upon air environment on both sides of the line. < X) tW I m _ gb V iR 5t R ® THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 6) Social environment: Direct and indirect sphere of influence of the railway. 1.6 Evaluation period Current situation: in the year of 2003 Construction period: 2003-2007, four years Near term: 2011; Long term: 2016 1.7 Evaluation Criterion The technical norms adopted in this evaluation have been confirmed by Departments of Environment Protection in Zhejiang, Jiangxi and Hunan Provinces. Refer to such documents as Letter Regarding the Applicable Criterion for Environmental Impact Evaluation of the Reconstructed ZheGanLine Railway Electrification Speedup Renovation Project (within Zhejiang, Jiangxi, and Hunan Provinces). (Ref. No. ZHJH[2002]Doc #118, GHH[2002]Doc #66, XHH[2002]Doc #69 ). The criterions are summarized as follows: 1) Acoustic Environment Refer to Table 1.7-1 for the acoustic environment standards used in Zhejiang, Jiangxi and Hunan Provinces. ® TlE SECOND SURVER A DESl S g _ =J A i t [t 11 ® THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 2 Suspended Substance (SS) 70 150 400 3 5-day Biological Oxygen 20 30 300 Demand(BOD5) 4 Chemical Oxygen 100 150 500 Demand(COD,) 5 Petroleum Type 5 10 20 6 Plant and Animal Oil 10 15 100 7 Living Anion Surface (LAS) 5.0 10 20 4) Electromagnetic Environment A signal-to-noise ratio*30dB is used as the basis of the protective distance on radio/television signal reception for the electrified railway. 1'HF SECOND SURVER & IESIGN INSTIlUTE OF AII.WAYS 12 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 2. Project Description 2.1 Overview of existing project The existing ZheGanLine Railway, which cuts through Zhejiang Province, Jiangxi Province and Hunan Province, is a first-level national trunk railway. The entire line travels in an east-to-west strike. It starts from Hangzhou City of Zhejiang Province in the east, crosses through Yiwu City, Jinhua City, Quzhou City of Zhejiang Province and Shangrao City, Yingtan City, Nanchang City, Xinyu City, Yichun City and Pingxiang City of Jiangxi Province, and finally reaches end of the railway, Zhuzhou City of Hunan Province (refer to the geographical layout map). 1) Line and track The existing ZheGanLine Railway is a kind of double-line diesel-traction automatic blocking railway. Traveling speed of train is only 80-100km/h limited by small-radius curve, so the traveling time along the whole line is long. The existing ZheGanLine Railway has a total length of 942.64Km. Most existing rails on the main line are 60Kg/m standard rails. Seamless rails were laid in some sections. 2) Subgrade The major subgrade lesions are subgrade bed lesions, impeded drainage within the stations, flooding damage to the subgrade, side slope slips, weather peeling, karst collapses, falling of dangerous rocks, landslips, etc. The situation has been greatly improved through the continuous rectification and many years of operation by the Railway Bureau. 3) Station On the entire line, there are 105 existing stations (including 5 Yingtan Junctions, 4 Nanchang Junctions, and 2 Zhuzhou Junctions), There are 4 passenger transport stations (Hangzhou, West Jinhua, Yingtan and Zhuzhou), 3 marshalling stations (East Jinhua, East Yingtan and West Xiangtang), and 1 district station (Shangrao Station) on the entire line. 4) Bridges and culverts a in _ - 4b LV a i r13 THIE SECOND SURVER & DESIGN INSTITTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Along main line of the existing ZheGanLine Railway, there are totally 579 bridges, including 3 super major bridges, 5248 linear-m; 186 major and medium bridges, 17126.9 linear-m; 390 minor bridges, 5353.1 linear-m; and 4004 culverts, 91633.1 transversal meters. 5) Tunnel There are totally 5 existing tunnels with total length of 1951.27m, including 3 double track tunnels and 2 single-track tunnels. The longest tunnel is Yangshi Tunnel that has a length of 936m (double track). 6) Locomotive facilities Existing locomotive facilities in Jinhua area are Jinhua Locomotive Depot, East Jinhua Locomotive Turnaround Depot and West Jinhua Locomotive Turnaround Depot. Jinhua Locomotive Depot is a minor repair depot for diesel locomotives and has 2 minor and auxiliary repair positions for diesel locomotives and 4 temporary rest-servicing tracks for locomotives. East Jinhua Locomotive Turnaround Depot has 3 temporary rest-servicing tracks for locomotives. West Jinhua Locomotive Turnaround Depot has 4 temporary rest-servicing tracks for locomotives. Existing locomotive facility in Shangrao area is Shangrao Locomotive Depot, which is a minor repair depot for diesel locomotives and has 2 minor and auxiliary repair positions for diesel locomotives and 4 temporary rest-servicing tracks for locomotives. Existing locomotive facilities in Yingtan Junction are Yingtan Locomotive Depot, Yingtan Locomotive Turnaround Depot. Yingtan Locomotive Depot is a medium repair depot for diesel locomotives and has 2 medium repair positions for diesel locomotives, 5 minor and auxiliary repair positions for diesel locomotives, 7 temporary rest-servicing tracks for diesel locomotives and 2 temporary rest-servicing tracks for electric locomotives. Existing locomotive facilities in Nanchang Junction are Nanchang Locomotive Depot, Xiangtang Locomotive Depot and West Xiangtang Stationed Locomotive Turnaround Depot. Nanchang Locomotive Depot is a medium repair depot for diesel locomotives and has 2 medium repair positions for diesel locomotives, 5 minor and auxiliary repair positions for diesel locomotives and 7 temporary rest-servicing tracks for locomotives. Xiangtang Locomotive Depot is a minor repair depot for diesel locomotives and has 7 minor and auxiliary repair positions for diesel locomotives and 6 temporary rest-servicing 64 THE S CON - & S N O R 1 4 THE SFCOND SURVER A DESIC.N INSTITUTE OF RAILWAYS 4 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project tracks for locomotives. West Xiangtang Stationed Locomotive Turnaround Depot has 3 auxiliary repair positions for diesel locomotives and 6 temporary rest-servicing tracks for locomotives. Existing locomotive facility in Xinyu area is Xinyu Locomotive Turnaround Depot, which has 4 temporary rest-servicing tracks for diesel locomotives. Existing locomotive facilities in Pingxiang area are Pingxiang Locomotive Depot and North Pingxiang Locomotive Turnaround Depot. Pingxiang Locomotive Depot is a auxiliary repair depot for diesel locomotives and has 2 auxiliary repair positions for diesel locomotives and 3 temporary rest-servicing tracks for locomotives. North Pingxiang Locomotive Turnaround Depot has 2 temporary rest-servicing tracks for locomotives. Existing locomotive facilities in Zhuzhou Junction are Zhuzhou Locomotive Depot, Zhuzhou Locomotive Turnaround Depot and North Zhuzhou Locomotive Turnaround Depot. Zhuzhou Locomotive Depot is a mixed depot of electric and diesel locomotives. It has 2 medium repair positions and 5 minor & auxiliary positions for electric locomotives, 2 minor & auxiliary positions for diesel locomotives, 7 temporary rest-servicing tracks for electric locomotives and 2 temporary rest-servicing tracks for diesel locomotives. North Zhuzhou Locomotive Turnaround Depot has 4 temporary rest-servicing tracks for diesel locomotives. Zhuzhou Locomotive Turnaround Depot has 6 temporary rest-servicing tracks for locomotives. 2.2 Newly built works 1) Main Technical Standards Table 2.2-1 Parallel Table of Main Technical Standards Item Existing Design Standard Railway Rating Class I Class I Number of Main Double Track Double Track Tracks Limiting grade 7.2°oo 7.2%o Minimum curve 400m (There are 33 Designed running speed is 200Km/h; radius curves <400m, with the length: 2800m, in individual section: smallest being 2200m; 6STHE SCi SUER & D ISTITEO R 1 5 THE SECOND SURVER . DESIGN NSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Rmin=332m) Designed running speed is 160Km/h; section length: 1600m; Designed running speed is 140Km/h; section length: 1200m; Designed running speed is 120Km/h; section length: 800m. Type of Traction Diesel Electric Type of locomotion ND2, DF, Passenger locomotive: motor train TypofloomoioD, Dunit, SS8 Freight locomotive: SS4 Traction quality 3500t 4000t Active length to receiving-departure 850m 850m track Type of blocking Automatic blocking Automatic blocking 2) Quantity of Major Works Table 2.2-2 Quantity of Major Works S/No. Project name Unit Q'ty I Length of main line Km 909.838 Land occupied Mu 43309.7 2 Among which Temporary land Mu 7951.8 Total earthworks X 104m3 6404.95 3 Filling X 104m3 2541.33 Among which Excavation X 104m3 6863.63 Super major bridge Nr-Linear-m 11-13661.5 Newly-built Major and medium bridges Nr-Linear-m 86-11459.34 4 bridge and Minor bridges Nr-Linear-m 78-1300.47 culvert Total Nr-Linear-m 175-26421.31 Culvert Nr-Transversal-m 1515-33004.79 Newly-built tunnel Nr-Linear-m 30-12417 5 Tunnel (L<1000m) ______ Rebuilt tunnel (L< I 0OOm) Nr-Linear-m 2-1111 ® EiF SO SV - m NS OF if EI THES SECOND SURVER h DESIGN INSTITUTE OF RAILWAYS 1 6 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Project investment estimate (static RMB 0.1 billion 139.4 l6 Project investment) Yuan (1) Line and track The existing ZheGanLine Railway has a total length of 942.64km. After reconstruction, the railway will have a total length of 916.067km, which is 26.58km shorter than the original length. The designed speed will be 140-200Km/h. Heavy tracks and seamless rails will be adopted. Please see the following table for length of railway within the range of each railway bureau: Table 2.2-3 Length of Lines to be Rerouted and Reconstructed Within Within Within Item Shanghai Nanchang Guangzhou The total Railway Railway Railway section Bureau Bureau Group Length of existing left line 294.234 563.138 54.876 912.248 Left line 281.586 550.534 53.547 885.667 Built length Right ling 282.308 549.612 53.632 885.552 Single line upgrading in 18/10.587 37/21.68 0/0 32.267 parallel Double line upgrading in 15/27.108 64/92.441 2/4.902 124.451 parallel 01Single line detouring 14/20.516 14/46.248 4/13.082 79.846 U c) realignment o ~ Double line detouring 37/302.479 89/351.489 6/53.952 707.920 X c) realignment o. Total (single track) 360.69 511.858 71.936 944.484 0 Us hAfmo °n(gOwhic2h ) 33.04 75.82 4.484 113.344 shifting (0-0.2m) Shifting and improving (0.2- 27.197 65.661 5.041 97.899 (2) Subgrade Earthwork in subgrade works: cross section area: 5491.68 X 104m3; construction area: 4267.92 X 104m3; masonry works of earth-retaining wall: ® DIE SO SA E -- m I STI t RIW 1 7 O D TIIE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 75.62 X 104m3; reinforced concrete: 17.73 X 104m3; masonry works of subgrade reinforcement and protection: 86.99 X 104m3; masonry works of auxiliary project of section subgrade: 94.17X 104m3; masonry works of ballast-retaining wall & earth-retaining wall: 15.29X 104m3. 3) Station yard 34 stations will be closed after implementation of the Project. After electrification, 69 stations will be set. Among which, Shanghai Railway Bureau will manage 24 stations (Linpu, Meichi, etc.), Nanchang Railway Bureau will manage 40 stations (Huyan, Yushan, etc.) and Guangzhou Railway Group will manage 5 stations (Liling, Yuanmenpu, etc.). 4) Bridge and culvert In this design, 175 bridges, 26421.31m, shall be newly built, including 11 super major bridges, 13,661.5km, 86 major and medium bridges, 11,459.34m, 78 minor bridges, 333.47m; 63 rigid frame bridges, 946m, 104 highway overpass bridges, 7,741.16m, 70 pedestrian overpass bridges, 6,008.7m, 6 bridged flumes, 472m, 1,515 culverts and channels, 33,007.79 transversal meters shall be newly built. 20 existing bridges, 2,348.32m shall be improved, including 1 super major bridge, 1,347.68m, 15 major and medium bridges, 920.64m, 4 minor bridges, 80m; 39 rigid frame bridges, 124.8m, 16 highway overpass bridges, 105 Im, 1,586 culverts and channels, 8,616.68 transversal meters. 5) Tunnel In the Project, 29 tunnels, 12,222 transversal meters (1.3% of the total length of the railway), shall be newly built. I existing tunnel, 936 linear-m, will be utilized. 24 double track tunnels, 9,449 linear-m, 4 single-track tunnels, 1,837 linear-m, will be newly built. In addition, an existing tunnel on "387" Special Line in Zhuji will be improved with improvement length of 194.97 linear-m. 6) Locomotive facilities Jinhua region: East Jinhua Locomotive Turnaround Depot: Erect power grids for the existing temporary rest-servicing track and form a scale for 2 temporary rest-servicing tracks for electric locomotives and I temporary rest-servicing track for diesel locomotives. West Jinhua Locomotive Turnaround Depot: Erect power grid for the existing temporary rest-servicing track and form a scale for 2 ® THE SCN S = D NT DE i Wt AY W THE SECOND SURVER 1x DESIGN INSTITUTE OF RAII-WAYS 1 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project temporary rest-servicing tracks for electric locomotives and 2 temporary rest-servicing tracks for diesel locomotives. The Shangrao Locomotive Depot will be changed into a mixed depot of electrical and diesel locomotives, with addition of new auxiliary repair equipment for electric locomotives. The exiting servicing yard will be reconstructed and a scale formed for 2 temporary rest-servicing tracks for electric locomotives and 2 temporary rest-servicing tracks for diesel locomotive Yingtan Junction: the Yingtan Locomotive Depot will be changed into a mixed depot of electrical and diesel locomotives, with addition of new minor auxiliary repair equipment for electric locomotives. It will from a scale for 3 positions for minor repair and 6 positions for auxiliary repair of electric locomotives, 2 positions for medium repair of diesel locomotives, 6 temporary rest-servicing tracks for electric locomotives and 3 temporary rest-servicing tracks for diesel locomotives. Nanchang Junction: the Nanchang Locomotive Depot will be changed into a mixed depot of electrical and diesel locomotives, with addition of new minor auxiliary repair equipment for electric locomotives. It will also form a scale for I position for minor repair and 2 positions for auxiliary repair of electric locomotives, 2 positions of medium repair and 5 positions for minor repair of diesel locomotives, 4 temporary rest-servicing tracks for electric locomotives and 4 temporary rest-servicing tracks for diesel locomotives. The Xiangtang Locomotive Depot will be changed into a mixed depot of electrical and diesel locomotives, with addition of medium and minor equipment for electric locomotives. It will also form a scale for 2 positions of medium repair and 2 positions for minor auxiliary repair of electric locomotives, 6 positions for minor repair of diesel locomotives; 2 temporary rest-servicing tracks for electric locomotives and 6 temporary rest-servicing tracks for diesel locomotives. West Xiangtang Stationed Locomotive Turnaround Depot will be changed into a mixed depot of electrical and diesel locomotives, with addition of auxiliary repair equipment for electric locomotives. It will also form a scale for 3 positions for auxiliary repair of electric locomotives, 3 temporary rest-servicing tracks for electric locomotives and 3 temporary rest-servicing tracks for diesel locomotives. Pingxiang Locomotive Depot: the existing servicing yard will be renovated and a scale formed for 2 temporary rest-servicing tracks for electric locomotives and 1 temporary rest-servicing track for diesel locomotives. Zhuzhou Junction: North Zhuzhou Locomotive Turnaround Depot: the existing servicing yard will be renovated and a scale formed for 3 temporary Ti[ SEC ON m & a E iN i OF RA O D TIIE SECOND SURVER h D)ESIFN INSTITUTE OF RAILWAYS 9 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project rest-servicing tracks for electric locomotives and 2 temporary rest-servicing tracks for diesel locomotives. 7) Electrification Feeding system of the traction network: the entire line will adopt 25kV single-phase industrial frequency AC system for the traction network. The feeding system for traction network is a direct feeding system with a return cable. There will be 23 new traction substations set up at the East Zhuji Station, Yiwu Station, East Jinhua Station, Shilipu Station, Quzhou Station, Jiangshan Station, Yushan Station, Shangrao Station, Hengfeng Station, Guixi Station, Yujiang Station, Xiabuji Station, West Xiangtang Station, Fengcheng Station, Linjiangzhen Station, Shuixi Station, Fenyi Station, Xicun Station, North Pingxiang Station, Liling Station and Wulidun Station. There will be 22 new section posts set up at Meichi-4, Pujiang-5.86, Yiting+5.73, Jiangtang, Anren, Houxijie, border of Shanghai Railway Bureau and Nanchang Railway Bureau, Shaxi, Kengkou, Hetanbu-3.8, Dongxiang+2.65, Zhangwangmiao, Zhangshu, Huangtugang, Hexia, Xiapu, Luxi, border of Nanchang Railway Bureau and Guangzhou Railway Group, Yaojiaba and Zhuzhou Passenger Station. 8) Water supply and drainage On the entire line, there are 65 stations with renovation works for water supply and drainage, including 25 water supply stations and 40 domestic water supply stations. After electrification renovation, the water supply stations for passenger trains will include: West Jinhua, Shangrao, Yingtan, Nanchang, Xiangtang, Xinyu and Zhuzhou Stations. According to newly increased water consumption, it is necessary to renovate and expand the existing facilities for water supply and drainage. Production and domestic sewage shall be treated until it reaches the standardized indexes and then discharged or recycled. 9) Borrow pits and spoil yards The cubic meter of earth and stone utilized by the Project is 6404.95 X 104m3, in which the cubic meter of excavation is 3863.63 X 104m3 and fill is 2541.33 X 104m3, the utilized area for cleaning, excavation and backfilling is 1422.05 X ESENa SV & _C TT OF RAIWY 2 0 TiIF SIXOND) SURVER & DESIG.N NSTITUTE OF RAILWAYS2 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 104m3, cubic meter of borrow is 1200.01 X 104m3, cubic meter of purchased commercial earth is 135.71 X 104m3, cubic meter of spoil is 2217.61 X 104m3, and cubic meter of tunnel mucks utilized for backfilling is 7.53 X 104m3. 10) Waste disposal The main sources of solid waste of the line come from domestic waste from the day-to-day discharge of the personnel of the railway units, passenger waste from passenger trains and ballast from fixed boiler furnaces. The quantity of boiler ballast from the entire line is 12,436t/a. Discharge quantity of domestic waste from personnel and their dependents is 23,042t/a, and the quantity of passenger waste produced from passenger trains is 18,030t/a. After the project, domestic waste and passenger waste will be increased to different extents due to an increase in the seating capacity and transport capacity for passengers. The daily quantity of domestic waste of personnel at the railway units is 23,738.7t/a and the quantity of passenger waste produced by passenger trains is estimated at 28,132.5t/a for the short range period and 33,636.9t/a during the long range period. Railway production and domestic waste are piled up in a fixed designated spots and then disposed of by the railway bureaus or local environmental sanitation department. Waste from passenger train garbage is prohibited from being littered along the route. Passenger trains shall be provided with innoxious degradable plastic bags, which shall be collected by train attendants and then put in 8 garbage collection points located at Hangzhou Station, Jinhua Station, Quzhou Station, Shangrao Station, Yingtan Station, Xiangtang Station, Nanchang Station, Pingxiang Station, and Zhuzhou Station where the garbage will finally cleared away and transported for consolidated disposal by local environmental sanitation departments. THE SECOND SURVER & DESIGN INSTITUTE OF IRAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 3. Evaluation on general situation of the environment 3.1 General situation of the natural environment 1) Topography and landform The Project Line mainly passes south of the Northern Zhejiang plain and the hill zone of the Central Zhejiang basin in Zhejiang Province that belong to the middle and lower reaches plain of the Yangtze River and hill area of Southern Jiangxi mountain country. It passes medium and low level mountain ground of Eastern Jiangxi Province, the Ganfu plain of Central Jiangxi, the hill zone of Western Jiangxi Province. It passes the Eastem Hunan mountain country and hill area in Hunan Province. 2) Meteorological condition The meteorology along the entire line is subtropical climate with characteristics of warm and humid weather and abundant rain precipitation, mean annual temperature is from 16°C to 19°C, highest annual temperature is from 39C to 43.3 °C, lowest annual temperature is from -11 0C to -7 °C, mean monthly temperature, which rises in July and August, is between 28°C and 34.8°C. The unusual pattern is that the east temperature is a little higher than that of west and the rain precipitation in the east is also slightly more than that of west, mean annual rain precipitation is between 1,500 and 2,300mm. Rain precipitation rises between April-June, this period accounts for 45-60% of annual rain precipitation, the amount of annual precipitation days is 132-190 days. Three provinces along the line are impacted by monsoons, but the changes in the mean wind during the four seasons are not very big. Mean annual wind speed is 2.0-3.5m/s. The north wind prevails in the winter and southeast wind in summer. 3) River hydrology The rivers crossed by the railway can be divided into Qiantangjiang Water System, Poyanghu Water System of Changjiang River and Dongtinghu Water System of Changjiang River. Rivers belonging to Qiantangjiang Water System are Puyangjiang River, Jinhuajiang River, Qujiang River, etc. Rivers belonging 6) K S -:: fh V il- 1 2 2 THE SECOND SURVER & DESIGN NSTITUTE OF RAILWAYS 22 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project to Poyanghu Water System are Xinjiang River, Ganjiang River, Fuhe River, Yuanshui River, etc. Rivers belonging to Dongtinghu Water System are Lushui River, Xiangjiang River, etc. All rivers are perennial rivers and their flows change in different seasons. 3.2 Natural reserves and key points of interest There are no national, local natural reserves or key points of interest in the project area in the three provinces. The min. straight-line distance between the railway and edge of the natural reserves or key points of interest is longer than 8km, so the Project will not impact the natural reserves and key points of interest. 3.3 General situation of the ecological environment 1) General situation of forest cover Area along the line is mainly in subtropical climatic province with complex and various vegetations. Subtropical evergreen broad-leaved forest is typical zonal vegetation. Vegetation coverage in line-pass area is in good status but not in average distribution. For coverage rate in different area, please refer to Table 3.3-1. Table 3.3-1 Percentage of Forest Cover in Area Along the Line Place Name Hangzhou hujiJinhua uzhouShangrao Yingtan Nanchang Yichun Xinyu Pingxiang 7huzhoj Perentage of 61 9 66.5 50.2 68.2 43 41.06 16.8 56.16 51.2 52.8 42.3 forest cover C/o) 2) Wildlife There is no wildlife or rare animals in project area because of frequent development activities along the line and long-period of railway operations. There are no national or local natural reserves, rare vegetation or famous wood that needs special protection in the project area in the three provinces. 4) Soil VA,,fif gJ F ;R it t 2 3 THE SECOND SURVER A DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project The major soil types in the work scope of the line are subtropical red soil and yellow soil. Red soils are mainly distributed on low mountains and hills with altitude lower than 600-800m, and yellow soils are mainly found in mountain grounds with altitude higher than 600800m. Both of them are formed in subtropical bioclimatic condition with features of high temperature and wetness. The soils reacts acid and their colors are red and reddish yellow. Next is rice soil, which is formed after human beings' utilization and reconstruction of parent soil material. It is a key type of cultivated soil along the entire line. Lithologic soils include calcareous purple soil, lime rock soil, etc. 5) Land usage (1) Within Zhejiang Province Please see Table 3.3-2 for general situation of land use near ZheGanLine Railway within Zhejiang Province. Table 3.3-2 General Situation of Land Use Within Zhejiang Province Unit:Km2 LandforLn Total Cultivated Garden Waterand G'nrhim w e* i tsk Tnurpouatni Land Region area land plot area and bhnd uIt Hangzhou 16596 2532.82 918.70 10071.76 3.1 1455.12 840.24 165.35 608.91 city Zhuji City 2317.94 576.45 135.41 1118.41 / 131.43 141.67 29.50 178.45 Jinihua 10926.2 2412.03 913.54 4671.45 / 326.02 322.61 448.95 382.42 city Quzhou 8841.12 1421.38 737.94 5421.32 257.4 329.37 66.62 548.46 city I ___I __I__I__ I__I__I__I___ (2) Within Jiangxi Province Please see Table 3.3-3 for general situation of land use near ZheGanLine Railway within Jiangxi Province. 64 - ia ;4 = a t a il- 2 TIIE SECOND SURVER & DESIGN LNSTITUITF OF RAILWAYS 24 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.3-3 General Situation of Land Use Within Jiangxi Province Unit:Km2 Ladfor Region Total Cultivated Garden Woodlnd Griand Water sfrnc Trnampoatim not area land plot area a:n n ubTi Shangrao 22826.04 4053.10 352.70 12743.84 2.08 2153.95 873.69 165.23 2481.45 City Ymglan 3556.74 910.02 91.12 1865.58 0.10 229.50 177.29 36.99 246.14 city I___ _ _I_ Nanchang 7432.18 2747.14 92.00 1239.30 9.92 1740.17 520.94 99.58 983.12 city Xinyu 3177.68 854.95 66.73 1573.63 0.12 237.57 161.12 41.89 241.67 cityI Yichun 18637.6 4936.80 245.32 10467.25 2.61 1031.66 748.02 184.31 1021.70 city Yinyxln B 3827 1055.49 82.28 2020.66 0.38 145.42 200.9 38.27 283.60 (3) Within Hunan Province Please see Table 3.3-4 for general situation of land use near ZheGanLine Railway within Hunan Province. Table 3.3-4 General Situation of Land Use Within Hunan Province Unit:Km2 LAnd for Ln Region Total Cultivated Garden Woodland Granssi Water r&dnce TrnW1tkm l area land plot area and kind Fg Zhuzhou 11262.2 2074.69 166.54 6641.20 24.81 561.05 679.98 86.20 1027.73 city 6) Basic farmland Basic farmland protective areas has been determined along the line according to the Protective Provisions for Basic Farmland of the State Council and protective methods for basic farmland of the provinces and cities. For the status of the protective area along the line, please refer to Table 3.3-5, Table 3.3-6 and Table 3.3-7. TH SEC ST --EI & iG IT O S THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS2 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project (1) Within Zhejiang Province Table 3.3-5 Basic Farmland Protection Area Along the Line in Zhejiang Province Unit: 10,OOOmu Administrative Hangzhou Shaoxing Jinhua City Boundary City City Boundary City Zhuji City Yiwu City Zhuji City Yiwu City Basic situation of farmland 318.13 71.59 42.7 63.04 105.64 (1 ,OOOmu) III_I Administrative _ Quzhou City Boundary Kecheng Jiangshan Qu County Longyou Subtotal - City city QCony Countyou Sbo Basic situation of farmland 8.11 42.86 41.56 37.87 122.29 (1 0,OOOmu) I _ (2) Within Jiangxi Province Table 3.3-6 Basic Farmland Protection Area Along the Line in Jiangxi Province Unit: 10,OOOmu Shangrao City Administrati ve Boundary Xinzhou Shangrao Yushan Hengfen Yiyang District County County g County Subtotal YCount Basic situation of farmland 2.6 52.26 27.06 19.35 43.76 145.03 (I 0,OOOmu) I Administrati Yingtan City Fuzhou City ve Boundary Guixi Dongxian Yuehu Dongxiang City a g County District Subtotal County Basic situation of farmland 64.06 43.64 5.56 113.26 48.57 (10O,OOOmu) I I Administrati | Nanchang City ve Boundary Nanchang Xinjian Jinxian Wanli l t l | County County I County District Subtota 64TILE SO SEV -_ mD I T i- AIL WAS 2 6 TIIE SECOND SURVER &r DESIGN INSTITUTE OF RAILWAYS26 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Basic situation of farmland 122.04 121.76 108.60 5.91 358.31 (1 0,OOOmu) Xinyu Cit Yichun City Administrati Feng Zh Yuanz ve Boundary Fenyi Yushui chen hang hou Subtot County District Subtotal Chit Distric al CitL- t Basic situation 131C of farmland 36.67 73.24 109.91 1 75.23 80.35 286.58 (10,OOOmu) 0 Administrati Pingxian g City _ ve Boundary Eastern Hunan LuxiCounty Anyuan ______________ District Luxi__County_ District Subtotal Basic situation of farmland 24.91 21.07 4.62 50.6 (10,OOOmu) l l (3) Within Zhuzhou City of Hunan Province Table 3.3-7 Basic Farmland Protection Area in Zhuzhou City of Hunan Province Unit: 1O,OOOmu Administrative Zhuzhou City Boundary l_v_11 Zhuzhou Hetang Lusong Shifeng Liling Subtotal ___________________ |County District District District City Basic situation of 42 21 5.42 1.49 5.60 68.99 123.81 farmland (10,0OOmu) __4221___5.42___1.49___5.60___68.99___123.81 7) Conclusion of evaluation on general situation of regional ecological environment Evaluation range of the Project is the artificial ecological system with human activity as center and agricultural production as basis. Regional development has a long history and wide range. Land use rate is relatively high, and industrial and agricultural production and traffic are relatively developed. The vegetation coverage is fairly good, but natural vegetation and heavy wildlife are relatively rare. Existing animals and plants are mainly maintained and developed to meet the human beings' requirements, so the biodiversity is relatively simplex. The ecological system within the evaluation range has relative stability and 0; in m = a V iQ it R 5 2 7 THE SECOND SURVE & DESICN [NSTITUTE OF gAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project functional completeness and is able to maintain and develop stably because of human beings' effective management and energy supply, so the system has certain anti-interference capability. 3.4 Noise 1) Condition of the acoustic environment along the line The area along the line is characterized by a developed economy, dense population and densely concentrated villages and towns. Along with the last couple of years of city and town development; railway lines, stations locomotive operation and maintenance, car and other production facilities have gradually been placed in the city centers. The sources of railway noise are mainly from train operations, locomotive depots, whistle noise, broadcast speakers in the stations, shunting, marshalling, noise from arrivals and departures, locomotive depots, movement of locomotives in the turnaround depots, whistles, servicing noise as well as the fixed sources of noise from equipment in the stations and depots. Based on the current monitoring, the level of noise during train operation at places 30m away from the central line on the outside track is usually between 70 to 89dBA and whistle noise can reach up to about 96 to 10 3dBA. In stations and depots with frequent locomotive whistles and in sections of the line with fairly dense car flow, the sound levels of the places 30m away from the central line of the outside track during the evening and daytime already exceed the standard limits of the "Emission Standards and Measurement Methods of Railway Noise on the Boundary Alongside Railway Lines " (GB 12525-90). Besides the railway noise, the highway traffic along the line is growing. The highway noise has become the main source of background noise and the noise has an impact on the civil life in the concentrated residential areas. There are many noise sensitive points along the line that are mainly schools, hospitals, concentrated residential areas and so on. There are 112 main sensitive noise receptors along the entire line within the evaluation range of recommended proposal, including 39 schools and 5 hospitals. Refer to Table 3.4-1 for the sensitive noise receptors along the line. s 0- m -, = t , i.t 12 TIIE SECOND SURVER & DESIGN INSTITUTE OSF RAILWAYS 2 8 EA Report on Reconstructed Zhejiang J-iangxi Railway Electrification Speedup Renovation Project Table 3.4-1 Data Sheet for Distribution and Scale of Sensitive Receptors Along the Line Min. distance Provin Sensitive receptors to the railway Position ce Sectio Mileage EiSti Newly with the General situation of scale standard range S/No Name ng line -built railway line Within Bailutang Rerouted This village has over 100 households, most of their Refer to Zhejiang Section I Village, K31+870-K32+020 30 15 railway buildings are of 2 to 3-story buildings constructed standards for Province Xiohncoss te in 1990s.raly District village clearance Gaotianchen This school was built in 1960s and moved here in 2 Linpu Town, K36+100 110 150 Left side of 1994. Now it has 8 teachers, 96 students studying Document 2 XLiaoshanpu Town, K36+100 110the line in 5 classes of 5 grades. It has one two-story Do.94 Xiaoshan teaching building. No.94 District Gaotianchen Rerouted The village was moved to the other side of the Village (old railway railway. The railway will cross old residence zone Refer to 3 living quarter), K36+100-K36+500 35 15 crosses old of the village where mainly floating population standards for I Linpu Town, residence lives in currently. There are over 120 households, railway Xiaoshan zone of the most of their buildings are single-story houses clearance District village constructed in 1970s. Xinzhatou Refer to 4 Xinzhatou 0 5 ihtsie fThis village has over 50 households, most of their Rfr t 4 Village, Jinhua K36+550-+750 70 15 Right side of buildings are of 2 to 3-story buildings constructed standards for Town, Xiaoshan the line in 1990s. railway District clearance Fanlichen i R This village has over 60 households, most of their Refer to 5 VigTown, Xiaoshan K38+300-+500 25 15 Rght slide of buildings are of 2 to 3-story buildings constructed railway District 2 1980s or 90s. clearance Zhujiata Village, This village was founded in 1970s. It has 380 Refer to 6 Puyang Town, K39+850-K40+200 50 15 Right side of resident and temporary households, most of their standards for X6aoshan the line buildings are of 2 to 3-story buildings constructed railway _____ I_ I District in 1980s or 90s. clearance 6 A* a 'IV & ESN it FR 2 9 % THE SECOND SURVER e DESIGN INSTITLUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Xiayu Village, Left side of This village has over 70 households, most of their standards for 7 Meichi Town, K45+400-+550 50 15 the line buildings are of 2 to 3-story buildings constructed railway Zhuji City teln in 1980s or 90s. calearac Quanmianshan Rerouted R~~~~~~~~~~~~~~~~~~~~~~~cefern to Quanmianshan Rerouted This village has over 110 households, most of their Refer to Village, Meichi ala standards for 8 VillaTw, Zh K53+650-K54+000 30 15 railway buildings are of 2 to 3-story buildings constructed CTown, Zhuj crosses the in 1980s or 90s. railway 9 K 9 6 0ag ifCity __ _ village clearance Zhangxi Vilage, 1 1 This village has over 120 households, most of their Refer to Village, Zhibu Right side of standards for 11 Town, Zhuji K60+900 0 120 20 the line buildings are of 2 to 3-story buildings constructed railway City in 1980s or 90s. clearance Pingxi Village, This village has over 200 households, most of their stndr fo 10 Zhibu Town, K65+200-K+750 15 15 thlide of buildings are of 2 to 3-story buildings constructed Tailar Zhuji the line in 1980s or 90s. clear Shanyang R~~~~~~~~~~~~~~~~~~~~~~~~~~~~~cefern to Villyange Ziu The railway This village has over 100 households, most of their standrd for 11 K68+600-+800 120 20 crosses the buildings are of 2 to 3-story buildings constructed Town, Zhuji railway City village in 1980s or 90s. clearance Vogiage hibu Letsd fThis village has over 100 households, most of their 12 Town, Zhuji K69+800-K70±000 40 the lItne buildings are of 2 to 3-soybidnscntutd Tp City in 1980s or 90s. 13THEl0-i4So0gigtsienfThis village has over 120 households, most of theirRAILWAYS 13 Village, Zhibu K010+0 0 iih ieo ulig r f2t -tr ulig osrce standards for Town, Zhuj i the line buildings are of2t9 3soy0ulinscnsrce railway City in18so 0.clearance - ~~~~~~~~~~~3 0 TH EODSURVER & DESIGN INSTITUTE OF RAILWSYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Min. distance Provin Sensitive receptors to the railway Position ce Sectio Mileage ( ) relation General situation of scale Noise range n S/No Name Existi -Nbuilty with the standard . ng line line Within Guanzhuanghou The railway This village has over 300 households, most of their Refer to Zhejiang Section 14 Village, Zhibu K77+700-K78+000 20 crosses the buildings are of 2 to 3-story buildings constructed standards for Province Town, Zhuji City village in 1980s or 90s. ranlway Guanzhuangqian The railway This village has over 120 households, most of their Refer to 15 Village, Zhibu K74+000-+300 15 crosses the buildings are of 2 to 3-story buildings constructed railway Town, Zhuji City village in 1980s or 90s. clearance Fucunfan The railway This village has over 130 households, most of their Refer to 16 Village, Datang K75+800-K76+000 15 crosses the buildings are of 2 to 3-story buildings constructed standards for Town, Zhuji City village in 1980s or 90s. clearance Hecun Village, Le sid This village has over 100 households, most of their standards fo 17 Datang Town, K78+750 15 crosses the buildings are of 2 to 3-story buildings constructed railway Zhuji City in 1980s or 90s. clearance Xiajianlu The railway This village has over 140 households, most of their Refer to 18 Village, Datang K79+300-+600 15 crosses the buildings are of 2 to 3-story buildings constructed standards for Town, Zhuji City village in 1980s or 90s. ranlway Dashitou Village, The railway This village has over 50 households, most of their standrd for 19 Jiyangjiedao, K82+050f-+200 15 crosses the buildings are of 2 to 3-story buildings constructed rtail w Zhuji City village in 1980s or 90s. calearac Houfan Village,Lfsieo This village has 85 households, most of their standrd for 20 Wangjiajin K82+800-K83+000 30 th ie buildings are of 2 to 3-trbuligcosute rawy Town, Zhuji City in 1980s or 90s.clane il-) -t it r 3 1 THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Shiwufang and Shiwufang Village has over 130 households, most Refer to Shisanfang Left side of of their buildings are of 2 to 3-story buildings standards for 21 Villages, K83+100-+900 15 the line constructed in 1980s or 90s. Shisanfang Village has railway Wangjiajing over 200 households, most of their buildings are of clearance Town, Zhuji City 2 to 3-story buildings constructed in 1980s or 90s. Chaokeng L This village has over 150 households, most of their Refer to Town, huJi ity K4+400+750 30 Left side of buildings are of 2 to 3-story buildings cntued standards for 22 Village, Paitou K84+400 -+5 0 the line bidnsaeo2to3tryuligsconstructed railway Town, Zhuji City in 1980s or 90s. clearance Yijing Village, Left sid of This village has over 450 households, most of their Refer to 23 Paitou Town, K85+650-+900 30 te lsie buildings are of 2 to 3-story buildings constructed rlearilwa Zhuji City teln in 1980s or 90s. calearac ® ThESECOND SURVER & DESIGN Nt AR OFt RIW 3 2 TIIE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Min. distance Provin Sensitive receptors to the railway Position ce Sectio Mileage ( Nel relation General situation of scale Noise rne n SNEx 1 Newly with the standard range n S/No Name Existi -built railway ng line line Within Dazhuang Lef side of This village has over 200 households, most of their Zhej iang Section 24 Town, Zhuji K86+650-+850 loo the lIne buildings are of 2 to 3-story buildings constructed Type Province Ctow,y uiteln in 1980s or 90s. Dazhong P R This village has over 100 households, most of their 25 Village, Paitou K87+200-+750 60 Right side of buildings are of 2 to 3-story buildings constructed Type 4 Town, Zhuji the line in 1980s or 90s. City I 2 Vangua i R This village has over 80 households, most of their Refer to 27 Town, ZhujiK9+0K9+0 IS0 2 gh deo buildings are of 2 to 3-story buildings constructed ralwayac 26 Village, aihua K185+0K +050 0 15 Right side of buildings are of 2 to 3-story buildings constructed standards for 2 0 9 K eTown, Zhuji 1000the line bi 1980l s ar orn railway City n18s clearance Wangjian This village has over 40 households, most of their Refer to 27 T n, Anhua K 80 +000+ 2 15j2 15 esses o buildings are of 2 to 3-story buildings constructed saila y .~ ~~~~~~~~~on Zhjiteln n18s ala City K8 00K +10 415 teln in18so9s.clearance XianigVilage Letsd fThis village has over 120 households, most of their standrd for 29 PViange Cohunty +0-9910 4 5 Rih ieo buildings are of 2 to 3-story buildings constructed rtailwayd o Town,K10+9ZhK04j00 15the line in 1980s or 90s. calearac Village, Anhua reconstructe ~~~~~~~~~~~~This village has over 170 households, most of their standrd for 30 iTow Vhuiae Left0'~+5 1 1 railwa buligsaeof2t -story buildings constructed rtailwayd o 6i)~~~~~2 KK390K0+0 K5 bulig ar of 2 to 3tR City crosses the in 1980s or 90s. clearance __________ ______ I_I I__ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I__ _ v illag e ® THE SECOND SURVER & DESIGN INSTITTE OF R,ILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project TXidong Village, Left side of This village has over 100 households, most of their standards for 31 Town, Zhengjiawu K+700 20 t side buildings are of single-story houses constructed in standards for 31 Town, Jinhua K106+400 30 ~~the line railway city 1980s or 90s. clearance Xingzhai Refer to Town,ainVillage,1 Left side of This village has over 120 households, most of their standards for 32 Village, Su00xi5buildings are of 2 to 3-story buildings constructed Town, Jinhua ~~~~~~~the line in18so 0.railway City in18so 0.clearance Shilipai Village Right side of This village has over 80 households, most of their 33 (new station in K126+500 30 newly-built buildings are of 2 to 3-story buildings constructed Yiwu City) station yard in 1980s or 90s. Xiuhu Living Left side of Xiuhu Living Quarter was built in 1980s. Now it 34 Quarter, Yiwu K131+650-K132+650 20 the line has 800 households, most of their buildings are of Type 4 City 4-story buildings. Shengli Living Left side of Shengli Living Quarter was built in 1990s. Now it 35 Quarter, Yiwu K131+650-K132+650 40 the line has 600 households, most of their buildings are of Type 4 ________ _______ City ._t_e_ine _6-story buildings. 3 4 THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Min. distance Provin Sensitive receptors to the railway Position ce Sectio Mileage relation General situation of scale Noise n Existi Newly- with the standard range S/No Name ng built railway ._______ ________ line line Shitayutou Refer to Within Village, Right side of This village has over 140 households, most of their Refer fo Zhejiang Section 36 Guantang K134+350-+600 30 15 tht side buildings are of 2 to 3-story buildings constructed in rail Province Town, Yiwu 1980s or 90s. clearance City Kecun Village, This vllagehasover 120ouslds,ost ofteir Refer to Guantang Left side of Thsvilgehs ovry12 househldns, monstrfcthedir standards for Town, Yiwu K139+900-140±200 30 15 the line buildings are of 2 to 3 railway City 1980s or 90s. clearance 38 Primary school K151010Right side of This school was built before liberation of China. Refer to 38 in Yiting Town K145+150 100 the slne ofNow it has 38 teachers, 900 students. Its two 4-story Document in Yiting Town ~~~~~~~~~~~~The lie teaching buildings were constructed in 1980s. No.94 Anli Village, reconstructe This village has over 100 households, most of their 39 Yiting Town, K151+300-+500 60 15 d railway buildings are 2 to3-story buildings constructed in Type 4 Yiwu City crosses the 1990s. village . Duitoushan The Refer to Village, Tangya reconstructe This village has over 100 households, most of their Refer fo 40 Town, Jindong K167+100-+350 90 15 d railway buildings are of 2 to 3-story buildings constructed in randay District, Jinhua crosses the 1980s rallway City village clearance Huangheshan Village, Right side of This village has over 60 households, most of their 41 Jindong DK169+100-+300 80 60 tht line buildings are 2 to3-story buildings constructed in Type 4 District, Jinhua e le 1990s. l itCity 3 ®i ) THE SECOND SS m DESIGN INSTitUTE OF RAILWAYS3 5 THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang Jiangxi Railway Electrification Speedup Renovation Project Xiaxinwu Village, Refer to Dongxiao Left side of This village has over 60 households, most of their Refer fo 42 Township, K173+000-+200 20 20 the line buildings are of 2 to 3-story buildings constructed in railway 42 nTownshp Kl300- 0 2 0 the line 1980s or 90s.raly District, Jinhua City Jindong Village, Refer to 43 Downship,ao±20-i6 0 2 Right side of This village has over 300 households, most of theirstnad fo 43 Township, K174+200-+600 20 20 Rigthe line buildings are of 2 to 3-story buildings constructed in tailway Jindong 1980s or 90s. clearance District, Jinhua City Jinhua Branch of Major This school was built in 1995. Now it has over 20 Education, Left side of teachers and officers, 4 coffespondence classes with 44 Medical K179+250 70 the line over 200 students, I short-cycle class with over 30 Type 2 School, students and I five-story teaching building. Zhejiang University Its predecessor is Jinhua Railway Middle School and Jinhua Railway Primary School founded in 1994. Jinhua No. 18 Right side of Now it has over 60 teachers and 600 students. There Tye 2 Middle School K18C+10 140 the line are totally 17 classes in three grades of junior middle YP school and 6 grades of primary school. 3 five-story teaching buildings were built. Shangtianshi Village, Qianxi Left side of This village has over 80 households, most of their 46 Township, K183+500-+800 30 the line buildings are of 2 to 3-story buildings constructed in Type 4 Wuchengqu, 1980s or 90s. Jinhua City i W S g - m S Q tt [ 3 6 THE SFCOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed ZheJiang-Jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Sensitive receptors Min. distance to Position Provinc Sectio the railay (m) relation Noise e range n S/No Mileage Existin Newly- with the General situation of scale standard Name g line built railway line Shangchen Within Village, Qianxi Right side of This village has over 100 households, most of Refer to Zhejiang Section 47 Township, K184+300-+500 25 the line their buildings are of 2 to 3-story buildings standards for Province Wuchengqu, constructed in 1980s or 90s. railway clearance Jinhua City Mache Village, 48 Qinche hipu , K185+500Th+750 25 20 Right side of Tsllage as over 50 households, most of their Refer to 48 icheTong hpqu8,50 70 25 2Rgth line o buildings are of 2 to 3-story buildings constructed standards for Jinhua City in 1980s or 90s. railway clearance Residence zone of. Jeidnhua Crane Rihtsdeo This residence zone was built in 1965. Now it has Rfrt 49 Jinuac t K193+80KI94+000 60 Right side of 200 households whose buildings are of 4 to Document No.94 Equipment38LrK14-tIiX1 0the line 5-story buildings reconstructed in 1980s or 90s. Dcmn o9 I___ Factory Houzhushan Left side of This village has over 100 households, most of Refer to 50 Village, Tangxi K208+350-+600 20 the line their buildings are of I to 2-story buildings standards for Town, Jinhua City constructed in 1980s. railway clearance Shaojia Village, This village has over 150 households, most of Refer to Huzhen Town, 2400 7 Left side of their buildings are of 2 to 3-story buildings standards for 51 Longyou County, K223+900 224+200 70 15 the line Quzhou City constructed in 1980s or 90s. railway clearance Shitagang Living Left side of This residence zone was built in 1994-1997. Now 52 Quarter, Longyou K230+350-+650 40 40 the line 5-story buildngs. efer to ____County thelin_5stoy_uiling._ocuen_No_9 _Pushan Village, Town,aLeftisideeofThis village has over 150 households, most of Refer to Zhanjia Ton 40 30Lfsief their buildings are of I to 2-story buildings standards for 53 Longyou County, K236+100 +400 30 the line construcedgi has or 90s. r cr Quzhou City constructed i 1980s or 90s. railway clearance 6i) 5t iE % _ tJ F i£ tt R ~~~~3 7 THiE SECOND SURVER & DESIGN INSTITUTE OF RAIIWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Guitangshan Village, Tangjia . f This village has over 160 households, most of Refer to 54 Town, Longyou K237+100-+400 30 Left slide o their buildings are of I to 2-story buildings standards for County, Quzhou the line constructed in 1980s or 90s. railway clearance City ii tJe jA g$, - flJJ F i@ it 38 THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Sensitive receptors Min. distance to Position Provinc Sectio the railway m relation e range n S/NMileage Exsin Newly with the General situation of scale Noise standard S/No. NameMieage Exisine -built railway g ie line Within Anren Junior Left side of This school was founded in 1978. Now it has 28 Zhejiang Section 55 Middle School K244+500 170 the line teachers, over 400 students that study in 9 classes Type 2 Province of 3 grades, and 1 3-story teaching building. Qijia Village, K258+800 - Left side of This village has over 140 households, most of Refer to 56 Kechengqu, 259+050 40 the line their buildings are of I to 2-story buildings Document No.94 Quzhou City constructed in 1980s or 90s. Village, Right side of This village has over 260 households, most of Refer to standards 57 Kechenh , K259+500-+900 15 the line their buildings are of I to 2-story buildings for railway Kechengqu, th ie constructed in 1980s or 90s. clearance Quzhou City Hucun Village, Left side of This village has over 60 households, most of their Refer to 58 Kechengqu, K261+300-+400 30 t side buildings are of I to 2-story buildings constructed R efe to Quzhou City 3 the line in 1980s or 90s. Document No.94 Xiguakeng, K261.800 Right side of This village has over 60 households, most of their Refer to standards 59 Kechengqu, 262+000 40 the line buildings are of I to 2-story buildings constructed for railway Quzhou City 2+00in 1980s or 90s. clearance Xinye Village, Right side of This village has over 100 households, most of Refer to standards 60 Kechengqu, K262+300-+500 40 the line their buildings are of I to 2-story buildings for railway Quzhou City constructed in 1980s or 90s. clearance Lixin Village, Left right of This village was moved here in 1998. Now it has Refer to 61 Kechengqu, K264+240 65 newly-built over 150 households, most of their buildings are Document No.94 Quzhou City station yard of 2 to 3-story buildings. Shiwuli Village, K269+750 3 Right side of This village has over 240 households, most of Refer to standards 62 Kechengqu, k270+200 30 th lin their buildings are of I to 2-story buildings for railway Quzhou City e e constructed in 1980s or 90s. clearance C 0 iSHOVER & _N mNTE O RitWAYS 39 THE SECOND SIJRVER & DESIGN NSTIT TF OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Shibali Village,. . . This village has over 200 households, most of Refer to standards 63 Kechengqu, K271+500-+800 30 Rght slide of their buildings are of 1 to 2-story buildings for railway Quzhou City the le constructed in 1980s or 90s. clearance 4 0 THE SECOND SI]RVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Min. distance Provin Sensitive receptors to the railway Position ce Sectio Mileage relatihe General situation of scale Noise standard range S/No Name _built railway . ~~~~~~~~~~~~g line ln Yangjiatou Left side of This village has over 170 households, most of Refer to standards Village, Left side of ~her uidigs reofI o -story buildings for railway Kechengqu, constructed in 1980s or 90s. clearance Quzhou City ____ ______ Vilae,tihtsdeo This village has over 120 households, most of Refer to standards 65 Kbche, K280+300-+500 30 15 Righ side of their buildings are of 1 to 2-story buildings for railway Kechengqu, th ie constructed in 1980s or 90s. clearance Quzhou City Jiangshan This school was founded in 1878. Now it has 72 66 Experimental K300+300 85 70 Left side of teachers, over 1737 students that study in 27 Type 2 Primary the line classes, 2 5-story teaching buildings, 1 4-story School teaching building constructed in 1990s. Shanchuantan Within Living Left side of This living quarter was built in 1990s. Now it has Refer to Document Zhejiang Section 67 Quarer, K301+600~-K302+00 40 80 the li.ne 400 households, most of their buildings are of 4 to No.94 Province Jiangshan City 5-story buildings. Residence This living quarter has about 600 households, zone of Right side of most of their buildings are of 3 to 5-story Refer to Document 68 Jiangshan K304+600-305+100 100 the line buildings constructed in 1980s. No.94 Cement Mill, Jiangshan City Yanmache Village This school was founded in 1918. Now it has 20 69 Primary K319+800 56 50 Right side of teachers, over 240 students that study in 12 Refer to Document 69 School, K39805 0 the line classes of 6 grades, I 4-story teaching building No.94 Wucun Town, constructed in 1998. Jiangshan City ®6;) W iA g - m S i it R 41 THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Maojiacang This school was founded after liberation of China. 70 Village K320+450 100 Left side of Now it has 6 teachers, 180 students that study in 5 Refer to Document Primary the line classes and 2 single-story teaching buildings No.94 School constructed in 1980s. Saitou Village, Xiazhen . . This village has over 40 households, most of their Refer to standards 71 Town, Yushan K327+100-+400 30 Rhet slide of buildings are of 2 to 3-story buildings constructed for railway County, e le in 1980s or 90s. clearance Shangrao City Within Tangding Jiangxi Section Village, Province Xiazhen Left side of This village has overg 120 houStory most0of Refer to standards 72 Town, Yuha K331±600-~332+1-00 50 30 the line their buildings are of 2 to 3-story buildings for railway County, constructed in 1980s or 90s. clearance Dukou Village, This village has over 150 households, most of Refer to standards 73 Xiazhen K333+400-+600 180 15 the line their buildings are of 2 to 3-story buildings for railway County, constructed in 1980s or 90s. clearance Shangrao City THE SEON SRERt ESG ISTT EOFRALWY42 % THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Sensitive Min. distance Provin receptors to the railway Position ce Setio Mileage relation General situation of scaleNoise range n S/No NExistn Newl with the standard range S/No ~~~~Name gxisine y-buil railway g ie t line Yuhongqiao Village, Within Bingxi This village has over 300 households, most of their Refer to Jiangxi Section 74 TYouswhan K342+700-K343+100 30 the line buildings are of 2 to 3-story buildings constructed standards for Province County in 1980s or 90s. railway clearance Shangrao City Shaxi Town This hospital was moved here in 1999. Now it has 75 Hospital, K363+500 too Left side of 100 healthcare workers, 80 beds, 1 3-story Refer to Shangrao the line outpatient building, 1 4-story in-patient building Document No.94 City and I 3-story bachelor hall. Qianwang Village, Right ide of This village has over 200 households, most of their Refer to 76 Shaxi Town, K368+600-K369+300 30 30 tht sli buildings are of 2 to 3-story buildings constructed standards for Shangrao e le in 1980s or 90s. railway clearance City Dawu The Village, reconstructed This village has over 130 households, most of their Refer to 77 Lingxi K370+700-K371+050 60 15 railway buildings are of 2 to 3-story buildings constructed standards for Town, crosses the in 1980s or 90s. railway clearance Shangrao village City _______________________________ Lingxi This school was founded before liberation of China. Primary Right side of Now it has 12 teachers, 240 students that study in 6 Refer to 78 School, K374+850 30 30 ght side classes of 6 grades, 1 2-story office building and Document No.94 Shangrao the line single-story teaching building constructed in 1980s. ..._____ ________ City I_ _ _.__ _ __... .. 6A) t it M -_ a 3 iQ 4t [ 4 3 THE SECOND SURVER & DESIGN NSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Guomen Village, This village has over 220 households, most of their Refer to 79 DiXinzhou K379+35100-+750 20 20 Right side of buildings are of 2 to 3-story buildings constructed standards for District, the line i 90 r9s ala laac Shangrao City l Wushan This living quarter was built at the end of 1980s. Living Left d f Now it has 650 households, totally 2400 residents. R f to 80 Quarter, K382+280G-+4 40 40 e le Most of their buildings are of 4 to 6-story buildings e er Shangrao constructed in 1980s or 1990s. City Shangrao This hospital was founded in Jan. 2001. Now it has 81 Traffic K382+600 40 Right side of 72 healthcare workers, 150 beds, I 3-story Type 2 Emergency the line outpatient building and 1 6-story in-patient Hospital building. Shangrao This hospital was moved here in May 2001. Now it 82 PSychiangric K382+500 40Left side of has 300 healthcare workers, 300 beds, 1 4-story 82 Psychiatric K382+500 40 the line outpatient building and 1 3-story in-patient Type 2 Hospital _ . building. 6iD W fl % - , S tt 4 44 THE SECOND SURVER & DESIGN INSTITUTE OF RAIIWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Sensitive receptors Mi. distance to Position Provinc Sectio . the railway (m) relation Noise e range n Mileage Existin Newly with the General situation of scale standard S/No. Name g line -built railway line Within This school has a history of 100 years. Now it has Jiangxi 83 Shangrao No.l K382+800 150 Right side of 200 teachers, 2000 students, 1 3-story office Type 2 Province Middle School the line building and 1 5-story teaching building constructed _______ ~~~~~~~~~~~~~~~~~~~~~in 1990s. This junior middle school was founded in 1950s and 84 Shangrao No.5 K382+800 140 Left side of 60s. Now it has 60 teachers, 600 students that study Tye 2 Middle School the line in 20 classes, 1 4-story office building and 1 4-story YP Section teaching building constructed in 1990s. Linjia Primary Left side of This school was founded in 1980. Now it has 22 85 School, K385+800 50 the le teachers, 370 students that study in 9 classes, I Type 2 Shangrao City the le 2-story teaching building and I single-story house. Fenglingtou This school was founded in 1975. Now it has 27 Central Left side of teachers, 400 students that study in 14 classes, I Refer to 86 Primary K396+000 100 the line 2-story teaching building, 1 3-story teaching Document School building and 1 2-story office building constructed in No.94 1990s. Xiejia Village, K425+100-+450 Thsvlaehsoe 0hueod,ms fterRefer to Hengfeng Left side of This llage has over 4t0 hobuildings constructed at standards for Section 87 County, 40 20 the line buildings are of 2 to 3-tr bulig osrce trailway Shangrao City the end of 1990s. clearance Houjia K425+600-K 26+300 Village, Left id f This village has over 200 households, most of their Refer to 88 Hengfeng 30 Lhef slie buildings are of 2 to 3-story buildings constructed at Document County, the le the end of 1990s. No.94 Shangrao City Its predecessor is Yiyangdong Railway Primary Yiyang Left side of School that was moved to Shangrao in 1998. Now Refer to 89 Vocational K440+100-+200 90 the line the vocational senior school leases its buildings. Document Senior School Now it has 18 teachers, 180 students that study in 5 No.94 I I classes. 64 W iS g - & Q tt R 4 5 MTIE SECOND SURVER & DESIGN INSTITUTE } RAILW.AYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Wangjiashan This village was moved here from the original Refer to 90 Village, K440+100-+200 30 both sides of position near Xinjiang River. Now it has over 1000 standards for Yiyang the line households, most of their buildings are of 2 to railway 3-story buildings, clearance Hetan Central Primary ~~~~~~~~~~~~~~~~~This school was founded in 1970s. Now it has I1 Reer t 91 Scoo,i uxiary+003 Left side of teachers, 140 students, 2 2-story teaching buildings, Docuento 91j School, Guixi K458+200 30 the line I 3-story teaching building and I 2-story residential County, housing for teachers constructed in 1990s. No.94 Yingtan City 92 Vo tn K458+000g+400 15 both sides This village has over 50 households, most of their Refer to 92 Village, Gui'xi' K4800.0 bt ie fbidns r f2soybidnscntutdi standards for County, the line buidins are of2sor0uldnscosrctdi railway Yingtan City 10so9s.clearance @ W X % _ m tt A LA46 THE SECOND SURVER & DESIGN NSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Sensitive receptors Mi. distance to Position Provinc Sectio the railwy (m) relation s o Noise e range n Mileage Existin Newly with the General situation of scale standard l S/No. Name g line -built railway g ie line Within 2nd East YK487550 Left side of 2nd East Railway Village has over 400 households, Rsfnr to Jiangxi 93 Railway ~ YK487+550 30 fthe side ofmost of their buildings are of 4-story buildings railway Province 9ilway -YK488+000 the line constructed in 1980s and are under reconstruction. clway Province Village ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~clearance 3rd East _ 3rd East Railway Village has 1200 households, Rsfer to 94 Railway YK488+000 30 Left slide of most of their buildings are of 6-story buildings standards for Village -+700 the line constructed since 1990s. ranlway Yingtan Yingtan No. I Junctio Primary This school was founded in 1958. Now it has 10 n 95 School of YK487+280 80 Left side of teachers, 120 students, I 2-story office buildings, I Type 2 Nanchang the line 3-story teaching building constructed in 1980s. One Railway laboratory building is under construction. Bureau Yingtan This school was founded in 1958. Now it has 150 Middle School Rih d f teachers, 1200 students, 1 3-story teaching building, 96 of Nanchang YK487+350 100 the line I 4-story teaching building constructed in 1970s, 4 Type 2 Railway 2 to 3-story office buildings and laboratory Bureau buildings. Dongyang Refer to Village, Left side of This village has over 300 households, most of their standards for Section 97 Yujiang K496+550-+800 60 20 the line buildings are of I to 2-story buildings constructed railway County, in 1970s or 1980s. clearance Yingtan City Qj $t iS g - & Q t rt 4 7 THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Residence Zone of Refer to Jiangxi both sides of This village has over 100 households, most of their standards for 98 Provincial K509+400-+670 15 the line buildings are of 2 to 3-story buildings constructed railway Paddy Rice in 1990s. clearance Research and Plant Yard Qiaotou Refer toI Village, Left side of This village has over 100 households, most of their Refer fo 99 Yujiang K510+200-+400 15 the line buildings are of 2 to 3-story buildings constructed railway County, in 1980s or 90s. clearance Yingtan City Huangjia Refer to Village, Right side of This village has over 60 households, most of their standards for 100 Yujiang K513+900-514+120 30 15 the line buildings are of 2 to 3-story buildings constructed railway County, in 1980s or 90s. clearance Yingtan City clearance Wuligang New .. .. Distrigang NeThis village is a newly-built living quarter near the 10 Duianstrict,'+00 508 Left side of county. Now it has 100 households, most of DocumReento 101 Yujiang K514+100t+300 50 85 the line buildings are of 3-story buildings constructed at the Document County, end of 1990s. No.94 Yingtan City Hubeilujia Refer to Village, Left side of This village has over 70 households, most of their standards for 102 Yujiang K516+200-516+400 30 15 the line buildings are of 2-story houses constructed in 1980s railway County, or 90s. clearance Ymngtan city _______ Keliluji This village has over 100 households, most of their Refer to 10 Vuiange,1+505690 03 Right side of buildings are of 2-story buildings constructed in standards for 103 Yujiang K516+650-516+900 30 30 the line 1980s or 90s. The first row of buildings facing the railway County, road are stone houses constructed in 1970s. clearance Yingtan City Huling Village, This village has over 100 households most of their Refer to Dongxiang K526+900- Right side of village has ov 10 ' houses mostrofcthedi standards for 104 County, K 527+200 50 50 the line buildigs are of sigle-story houses constructed i railway -l- - Yingtan City clearance 4 8 TIIE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project DNgx istng t K3+0LetsdofThis village has over 70 households, most of their standrd for 105 Count, K15+7 5 the line buildings are of 2-story buildings constructed in rsaiay f County, K535+000 the line ~~~~~~~~~1980s or 90s.raly Yingtan City clearance ®s) 4 SO SR - EI S T O RAI Y THE SLCOND SURVER & DESIGN INSTITLYTE OF RAII-WAY5 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Position Sensitive receptors Mn. distance to the relation General situation of scale Noise Section Mileage railway (in) with the standard railway Existing Newly-bu S/No. Name line ilt line y This school was founded in 1939. Now it has Within Dongxiang 300 teachers, over 4000 students, 4 4-story Withgin Scio 0 No.1I Middle K330-6010Right side teaching buildings, 10 2 to 3-story residential Tp Jiangxi Section 106 School, K535+300+650 120 of the line housings for teachers, 2 4-story residential Type2 Province Yingtan City housings for students and 2 3-story residential housings for students. Siqian Village, This village has over 200 households, most of Refer to 107 Dongxiang K540+400-+800 30 Left side of their buildings are of 2-story buildings standards for Yiungtan Cityin constructed in 1980s or 90s. railway clearance Jiqiandong Tiscolwsfuddin 1996. Now it has 16 Hope Primary ~~~~~~~~~~Left side of ThsscholwarfunedRefer to 108 Hope Primary K557+700 100 the line teachers, 200 students, 1 3-story teaching Document No.94 STown building. The Caojia Village, reconstructe This village has over 80 households, most of Refer to 109 Jinxian County, K570+350-+550 90 15 d railway their buildings are of 2-story buildings standards for Nanchang City crosses the constructed in 1980s or 90s. railway clearance village This school was founded in 1970s. Now it has Jinxian 80 teachers, over 1000 students, I 4-story 110 Vocational K571+500-+650 150 130 Right side teaching building, I 2-story residential housing Type 2 10 Senior Scholl,K5+0060 1013 of the line for teachers, 1 2-story residential housing for Tp Nanchang City students. 1 5-story residential housing for teachers is under construction. Dongshan This village has over 80 households, most of Refer to Village, Jinxian K574+3001+500 15 Left side of their buildings are of 2-story buildings standards for County, the line constructed in 1990s. railway clearance _ _ _ _Nanchang_City 5 0 TIIE SECOND SUIRVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Dongshan Primary Left side of This school has over 10 teachers and 200 Refer to 112 School, Jinxian K574+400 60 the line students and 2 2-story teaching buildings. Document No.94 County, _ NanchangfCiy, _ Liaojia Village, R This village has over 140 households, most of Refer to 113 Jinxian County, K589+500-K590+100 90 15 Right slde their buildings are of 2-story buildings standards for Nanchang e e constructed in 1970s or 80s. railway clearance Wangxie This village has over 90 households, most of Refer to 114 Village, Jinxian K590+500+800 15 eft side of their buildings are of 2 to 3-story buildings standards for 114 ilg, ixa K591+4000-'+800 15 the line hr ulig ae °°2Sod osofRert County, the _ constructed in 1980s or 90s. railway clearance Nanchang City Tianliniejia sdofThis village has over 60 households, most of Refer to 15 Village, Jinxian K5140-802 Leftsieo their buildings are of 2-story buildings standards for County, th ie constructed in 1980s or 90s. railway clearance Vilange,jinianLfsieo This village has over 80 households, most of Rfrt 116 Village, Jinxian K593+900-K594+400 80 LeR side of their buildings are of 2 to 3-story buildings Refer to County, the line ~~~~~~~~~~~construtctd in 1980s or 90s. Document No.94 ____ ____ ____ ____ ____ Nanchang City ----- k 14 W - m V iQ tt rlc 51 THE SECOND SURVER & DESIGN [NSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Sensitive receptors Min. distance to the railw y (m) Position Provinc Section Mileage Existing Newl relation General situation of scale Noise e range S/No Name line y-bui with the standard It railway _____________ _________ line Section Refer to Within SNchan Yanlong Village, The railway This village has over 60 households, most of their stndr fo JWangxi t 117 Xiangtang District, +550 15 crosses the buildings are of 2-story buildings constructed in railway Province Junction Nanchang City village 1980s or 90s. clearance No.2 Primary Beijing-Jiulon Teaching This school was founded in 1980s. Now it has 96 118 School ofNanchang g Railway building Left side of teachers,1700 students, 1 6-story teaching building, Type2 Railway Bureau K1444+578.96 140m the line I 4-story teaching building and 1 4-story office Railway Bureau K 1444+578.96 140m ~~~building constructed in 1980s and 90s. ________ No.5 Village of Beijing-Jiulon Outmost Left side of This village was founded in 1970s. This village has 119 Nanchang Railway g Railway tackon t side over 2000 households, most of their buildings are of Type 4 Bureau K1444+578.96 station the line 6 to 7-story buildings constructed in 1980s or 90s. yard 8 ______________________ _______ Its predecessor is Employee School of Nanchang Liantang District of Be jing-Jiulon Teaching Railway Bureau founded in 1984. It was merged 120 Nanchang Railway g Railway Teaching Right side of into Nanchang Machinery School. Now it has 10 Type 2 12 Manchangr Raiolwa g1 Railway buldn the line teachers, over 500 students, 1 5-story teaching Tp building, 1 3-story office building and 1 7-story residential housing for students. This junior middle school was founded in 1950. Now it has over 100 teachers and 1300 students. It will merge with Xiangtang No.4 Middle School in Beijing-Jiulon Sep. 2002. Quantity of teachers will then reach over 121 Xiangtang No.2 gRalway Teaching Left side of 200 and that of students will reach 2700. Now this Type 2 11 Middle School g1Railway buidin the line school has 2 3-story teaching buildings, 1 5-story Tp K1468+550 160 teaching building, 6 single-story residential houses for students. 1 2-story teaching building and residential housing for students near the railway are under construction. 6D W it it - @, R 5 2 TIIE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang Jiangxi Railway Electrification Speedup Rlenovation Project Xiaxi Primary BEejing-Jiukng Teaching Left side of This school was founded in 1975 and moved here in Refer to 122 School, Xiangtang Railway building the line 1995. Now it has 20 teachers, 420 students that Document No.94 West ZXK1614+800 100 th ie study in 8 classes, and 1 3-story teaching building. Dcmn o9 This village was moved here for construction of 123 Xiaxi Village, RinJf 30 Left side of double track of ZheGanLine Railway. Now it has Refer to Xiangtang West 3061a5 the line 120 households, most of their buildings are of 2 to Document No.94 XK1614+5fU ~~~~~~~~~3-story buildings. Dong Primary This school was founded in 1980. Now it has 12 124 Scol ioag K625+050 Classroo Right side of teachers, 200 students that study in 5 classes and 3 Rfrt Rd., Fengcheng m 140 the line single-story teaching buildings. Document No.94 City Section Office This hospital was built in 1980s. Now it has over 70 Schistosomiasis building Right side of healthcare workers, 20 beds, I 4-story office Refer to 125 Prevention Station K635+800 of the line building, 1 4-story bachelor hall and laboratory Document No.94 of Fengcheng City hospital building, I 7-story residential housing. ) i W g - , S tt I 5 3 TIIE SECOND SURVER & DESIGN INSTITUTE OF RAIIWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Min. distance Sensitive receptors to the railway Position Provinc Sectio mrelation Noise e range n Mileage Existin Newl with the General situation of scale standard S/No Name g line y-buil railway . ~~~~~~~~~~~~~~~t line Within Zhujia Village, K641÷200 Right side of This village has over 320 households, most of Refer to standards Jiangxi Section 126 FneegCt 6210 0teln their buildings are of 2 to 3-story buildings for railway Province Feghn iy K4±0 h ieconstructed in 1980s or 90s. clearance Longtan Village Longtan Village has over 50 households and Refer to standards 127 and Pailou K648+000-+800 40 30 Left side of Pailou Village has over 60 households, most of for railway Village of the line their buildings are of 2 to 3-story buildings clearance Fengcheng City constructed in 1980s or 90s. Songhu Primary Teaching Left side of This school was founded in 1950s. Now it has 12 Refer to 128 School of K658+550 building the line teachers, 200 students that study in 7 classes, and Document No.94 Zhangshu City 110 1 2-story teaching building constructed in 1992. Songhu Village, Left side of This village has over 300 households, most of Refer to standards 129 K658+550'-+850 30 their buildings are of 2 to 3-story buildings for railway 129 Zhangshu City K658+550+850 30 the line constructed in 1980s or 90s. clearance Huangjia This village has over 130 households, most of Refer to standards 130 village, K642+900-643+400 20 15 t side their buildings are of 2 to 3-story buildings for railway Fengcheng, the line constructed in 1980s or 90s. clearance Yichun City Cangxi Primary Shool,aLftsdeo This school was founded in 1970s. Now it has 8 Rfrt 131 Huangjia K643+000 125 120 theide teachers, 160 students, and 1 3-story teaching Rfero Village, the line building constructed in 1990s. ng Document No.94 Fengcheng, Yichun City Dongcun This village has over 80 households, most of their 132 Vilg,K660±200--+350 30 thet line o buildings are of 2 to 3-story buildings constructed Douentr No9 Fengcheng, th ie in 1980s or 90s. Dcmn o9 ______ __ __ _____Y ichun C ity _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ a . i& it R 5 4 THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Gulou Village, Linjiang Town, Left side of This village has over 45 households, most of their Refer to standards 133 Zhangshu K681+500'-+900 30 th iebuildings are of 2 to 3-story buildings constr-ucted for railway County, Yichun e le in 1980s or 90s. clearance type City Hanshan VLnjiag T This village has over 200 households, most of Refer to 134 Zhangshu K687+200-+500 30 th side oftheir buildings are of 2 to 3-story buildings cuento Zhangshu th ie constructed in 1980s or 90s.DouetN.9 County, Yichun City Hanshan Primary School, This school was founded in 1970s. Now it has 10 refer to 135 Linjiang Town, K8 3570Right side of Refer,16 toet adI -toyteci Zhangshu the line teachers 160student an 1 g Document No.94 County, Yichun buidin c in ITEO LW City Xiongjia Village, This village has over 50 households, most of their Refer to standards 16 Linjiang Town, K6340+0 5Right side of buildings are of 2 to 3-story buildings constructed for railway Zhangshu th ie in 1980s or 90s. clearance County, Yichun City _______________________ Viollage, Letsd fThis village has over ?? households, most of their Refer to 137 Vilg,K721+200 30 30 Letsd fbuildings are of 2 to 3-story buildings constructed Luofang Town, the line in 1980s or 90s. Document No.94 _ _ _ _ _ _ _ _ _ _ _ _ I X in y u C ity _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ® THE SECOND SURVER & DESES6N INSTITUTE OFE RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Sensitive Min. distance Provin Seto receptors to the railway PositionNos ce Mctio Mileage < relation General situation of scale noise n Existin Newl with the standard range SIN Name g line y-buil railway 0. t line Within Tonglin Left side of This village was built in 1980s. Now it has over Refer to Jiangxi Section 138 Vixi, K729+500-K730+150 20 t side 380 households, most of their buildings are of 2 to standards for Province Villg, 2the line 3-story buildings constructed in 1980s or 90s. railway clearance ____Xinyu ______________________ Xijiahe Left side of This village has over 160 households, most of Refer to 139 Village, K735+400-+800 15 the line their buildings are of 2 to 3-story buildings standards for Xinyu City constructed in 1980s or 90s. railway clearance Residence Outmost zone (No.3) track in Right side of This zone has over 800 households, most of their 140 of Xinyu K738+400-+550 station the line buildings are of 6 to 7-story buildings constructed Type 4 Railway yard in 1980s or 90s. Branch 60m _Jiangxi Electrican This school was founded in 1990s. Now it has 800 141 Science K741+520a+950 150 Right side of teachers, 13000 students, 2 7-story teaching Tye 2 College, the line buildings and 5 6 to 7-story residential housings YP Xinyu for students. Baoshan Right side of This village has over 180 households, most of Refer to 142 Village, K744+55-+8200 70 70 the line their buildings are of 2 to 3-story buildings Document No.94 Xinyu City constructed in 1980s or 90s. Jieshui This school was founded in 1980s. Now it has 10 Central Left side of teachers, 200 students, 1 2-story teaching Refer to 143 Primary K765+300 the line buildings and 1 2-story residential housings for Document No.94 School, teachers constructed in 1980s and 90s. Xinyu City a OND SURVER & =ESUN IT Vi TE iF RA 5 6 THE SECOND SURVEF. & DESIG/N INSTlJTE OF RAILWAYS EA Report on Reconstructed Zhejiang Jiangxi Railway Electrification Speedup Renovation Project Lingyang Middle This school was founded in 1970s. Now it has 100 14 School, K7540 50 30 2 Left side of teachers, 2000 students, I 2-story teaching Refer to 144 Fenyi K765+400-+550 30 20 the line buildings and 1 2-story residential housings for Document No.94 County, teachers constructed in 1980s. Xinyu City . Zhanqian R s This school was founded in 1990s. Now it has 14 145 Primary K768+800 80 Rigbt side of teachers, 180 students that study in 6 classes and I Refer to School, the line 2-story teaching building. Document No.94 Fenyi County Residence This living quarter was built in 1970s. Now it has 146 Zone of K773+100-+350 50 Right side of 180 households, I 4-story bachelor hall and I Refer to Fenyi Ramie the line 4-story residential housing constructed in 1985 Document No.94 Textile Mill face the railway. , Kongjiazhou, This village has over 50 households, most of their Refer to 147 Fenyi K774+900 60 Left side o buildings are of 2 to 3-story buildings constructed standards for County, K775+800 the line in 1990s. railway clearance Xinyu City Ylchun West This school was founded before liberation of Village ~~~~~~~~~Right side of China. Now it has over 40 teachers, 1000 students Refer to 148 Central K814+950 120 the line and 1 5-story teaching building. About 60 students Document No.94 Primary live in the school. l__________________ School _ _I_ _ VA, gt; it X m _- Ab V it R 5 7 THE SECOND SLRVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Continued Table 3.4-1 Sensitive receptors Min distance to Position Provin Sectio the ~~~~railway (m eainNoise cc nrovio Mcctw | SeasHisen-xio lilleage |Minft (en)e relition General situation of scale standard range lin Name be -bielt railway Within The People's In-patien This hospital was built in 1970s. Now it has 60 Jiangxi Section 149 Hospital of K815+650 t 120 Right side healthcare workers, 28 beds, 1 3-story outpatient Refer to Jiangxi Section 149 Yichun West departme of the line building constructed in 1995 and 1 2-story Document No.94 Province Village nt 80 in-patient building constructed in 1970s. Shupeng Refer to Village, Luxi K838+900 Right side This village has over 60 households, most of their Refer fo 150 Town, Luxi K839+200 20 15 of the line buildings are of 2-story buildings constructed in railway County, 1980s or 90s. clearance Pingxiang City Luxi Primary This school has a history of over 100 years. Now it 151 School, Luxi K839+450 80 140 Right side has over 80 teachers, 1000 students and 1 4-story eer Town, of the line teaching buildmg constructed in 1985. Document No.94 Tin gxiang City . t Quanjiang This school was founded in 1980s. Now it has 10 152 Primary K848+500 150 Right side teachers, over 120 students, 1 2-story teaching Refer to School, of the line building and I single-story building constructed in Document No.94 Pingxiang Citv 1980s. Yangqiao The+0 rila This village has over 100 households, most of standrd for 153 Village, K850+900 - 120 15 rosses their buildings are of 2-story buildings constructed stds f Pingxiang City K852+000 crosses the in 1980s or 90s. railway village ~~~~~~~~~~~~~clearance Deng'an The This village has over 150 households, most of Refer to 154 Village, K860+600 - 60 15 crailway thetheir buildings are of 2 to 3-story buildings standards for Pingxiang City K861+900 crosses the constructed in 1980s or 90s. railway THE____________ 5ECOND___________ _ SURVERvillage clearance 5 8 TESCND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Residence zone of Qingshan Coal Mine was built Residence in 1950s and 60s. Now it has 1500 households. zones of Near the railway, the single-story houses were Refer to Qingshan Coal Left side of built in 1950s and 60s, and 5 to 6-story buildings standards for 155 Mine and K866+350-K867+150 20 the line were built in middle of 1990s. Residence zone of railway Cement Mill Cement Mill was built in 1970s. Now it has 600 rance of Pingxiang households. Near the railway, the 2 to 3-story clearance City buildings were built in 1975, and 5 to 6-story buildings were built in 1990s. Shangpu Letsd fThis village has over 60 households, most of their Rfrt 156 Village, Liling DK899+100-+300 60 ebuildings are of 2-story buildings constructed in Document No.94 Within County____ 1980s or 90s. Hunan Section Zhushan Town This school was founded at the end of 1980s. Now Province 157 Primary K926+500 130 Right side it has 16 teachers, 350 students that study in 10 Refer to School, of the line classes of 5 grades and 1 3-story teaching Document No.94 Zhuzhou City building. -6) i m g = T$J F @ Lt [9 59 TI F. SECOND SURVER & DESIGN INSTITLTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 2) Monitoring of the current noise situation (1) Standards and norms implemented for measurements The measurement of railway noise complies with the "Emission Standards and Measurement Methods of Railway Noise on the Boundary Alongside Railway Lines" (GB12525-90). The measurement of environmental background noise was conducted according to the "Acoustics Measurement Method of Environmental Noise" (GB/T 3222-94) and the "Measuring Method of Environmental Noise of Urban Area" (GB/T 14623-93). (2) Implementation plan for measurement A) Measurement instrument The monitoring of the current situation of environmental noise employed RION NL-31, HS6280D, LD820 and LD2900B model integral sound level meters. All of the instrument used in the measurement (including the sound source calibration unit) have had their qualification verified by the metrological verification departments during the once-a-year metrological verification prior to being used for the measurement. A verified sound source corrector was used prior to and after each measurement for calibration. B) Measuring time and method (D Measuring time Daytime: 6: 0022: 00; ®D D i = & V i drawing S1 Yiting Town teaching 6-35 building Anli Village Outside the Attached of Yiting 391 window of thetfirst Do Yiwuf 39-1 loo of the 15 -1.5 62'- 71 60.5 58.6 58 54 70* 70* / / @® drawing 6-36 City building in village Duitoushan Village of Outside the Attached Tangya town, 40- window of the first 15 -2.5 62~-68 60.2 59.2 57 52 70* 70* / / (t)( drawing Jindong floor of the 6-37 district, Jinhua building in village City Huangheshan Outside the Attached Village of window of the fist 60 -.Att7 19 6. 5 3 7 5 . ® dawing Jindong 41-1 floor of the 6 30 6-1 6. 05 5 3 7 555 T~ rwn district, Jinhua building in village 6-38 L - --L - -L City ~ I _ _ _ _ _ __ _ _ _ _ __I__ _ _ _ ) SI R & D I OF ILWAt Y 6 9 TIIE SECOND SLURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Nam Position ~~~~~~~~~~~~~~~~~Stable Amount Nom of Measuri Descriptionof relPosition tobA Current Background Standard exceeding stNam relative to s noise rating noise rating limit standadi m setaoti Name of Measuri Description of railway(m) slcvneld (LAeq, dB) (LAtq, dB) (LAeq, dB) (san,,dB) Maind Drawing sensitive ng point the measuring lee LALAB_(Aq d) (A, B dB) sound Drwn on or duignme 2 secttor No. point Dsa Height duigsource nme , rsec epito Dista tos train Day Night Day Night Day Night Day Night on nce differe operati time time time time time time time time nce Xiarn. _ _ c on(dB) _ _ _ _ _ Xiaxinwu Outside the Village of window of the first Attached Dongxiao 42-1 floor at the ftrAn 20 -1.5 68-83 68.9 71.5 70.8 54 70* 70* 1.5 0.8 (O) drawing town, Jindong end of the first row 6-39 district, Jinhua of residential City building Jindong Outside the 67'-81 69.5 Village of window of the first Attached Dongxiao 43-1 floor at the front 20 -2.0 72A4 70.4 54 70* 70* 2.4 0.4 (D® drawing town, Jindong end of the first row 6-40 district, Jinhua of residential Cit building Outside the Jinhua Adult 44-I widowoofthefirst 70 1.0 62-73 62.5 / 60 / 2.5 OD Jinhua Adult floor of teaching Attached Branch of the building drawing East Zhejiang Outside the 6-41 Jinhu University 44-2 fourth floor of 70 10 6374 625 60 60 25 a to finowrhforofte 7 10 6-7 625 I 60 I 0 / 2. I West teaching building Jinhu Outside the a No.18 High 45- w wndowofthefirst 140 -1.5 56-67 60.8 / 54 I 60 / 0.8 / I Attached High 45-1 ~floor of teaching School of buildinm g drawing Jinhua City 642 45-2 *!T 5 4V* 140 10.5 58- 69 62.6 I 54 / 60 I 2.6 Table 3.4-2 (Continued) THE SECOND SURVER h DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Nam Position Stable A Current Background Standard Amount eof Name of Measuri I. . . . . .. e~~~~~ound xceeding stati sensitive ogpfoint Descrption of relative to noise rating noise rating limit s dard Man stat senitiv ng oint the measuring railway(m) duin (LAeq, dB) (LA.q, dB) (LAeq, dB) L ,dB) sound Drawing o secti receptors No. point Height train Day Night Day Night Day Night Day Night source on anc i nce opeat time time time time time time time time __ _nOutside the - _. Shangtianshi window of the first Attached Village of 46-1 floor at the front 30 -4.0 65 -74 68.4 66.4 54 52 70 70 / / ©® drawing Qianxi town, end of the first row 6-43 Jinhua of residential building Outside the Shangchen window of the first Attached Village of 47- floor at the front 25 -4 2 65-72 69.8 67.9 54 52 70* 70* / / drawing Qianxi town, end of the first row ( g ~~Jinhua building 64 < t Mce ilg window of the first Attached _ o Mach Vilagei floor endothefisront 20 -5.0 65~72 68.7 67.8 54 52 70* 70* / I (D® drawing oJ town, Jinhua of residential 6-45 N cr building Outside the window of the first floor at the front 60 1 6'7 632 5. 60 4 70 5 / Residential 49- end of the first row area of Jinhua of residential Attached Lifting _ building Machine Outside the T 6-46 Factory window of the firsh 49-2 floor of the first 60 13 68676 65.6 62.5 63 48 70 55 / 7.5 row of residential Attached .__ _ _ _ _ _ _ _ _ _ _ _ building _ _.__ _l__ _ THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Nam ~~~~~~~~~~~~~~~~~~~~~Stable A Aon Nam Position Stand Current Background Standard emedng = ae esui Decipin f relative levelun noise rating noise rating limit stacdndad Mi stati Name f Meauri Dscripion o railay(m_evel_Lstadard sound Drawing s 5etaoti; sensitive ng point the measuring ralative during (LAeq, dB) (LAeq, dB) (LAeq, dB) (La..dar soumndr onr receptors No. point Height train . source ° secti Dist Day Night Day Night Day Night Day Night on . ance differe operati time time time time time time time time _________ _____ ___ _________ nce on(dB) _ _ _ __ _ Outside the Back Zhushan window of the first Attached Village of 50-I floor at the front 20 -3.0 55.0 49.4 52 48 70 70 / / ) drawing Tangxi town, end of the first row 6-47 Jinhua City of residential building Shaojia Outside the Village of window of the first Attached Huzhen town, 51-1 floor at the front 15 -3.5 64-72 64.5 62.4 55 47 70* 70* / / 00 drawing Longyou end of the first row 6-48 County, of residential Jinhua City building Outside the Shitagang window of the first Attached residential 52-1 floor at the front 40 6 58-67 59.5 58.7 54 43 70 55 3.7 drawing district of end of the first row 453. Longyou of residential 6-49 Pushan_village building I Pushan village Outside the of ZhanJia window of the fifth Attached Town, 53-1 floor of the first 30 -1.0 62-74 69.7 68.5 54 46 70 70 / / drawing Longyou row of residential 6-50 County, bdn Quzhou City buildng Guitangshan Outside the Village, window of the fifth Attached Tangjia Town, 54-I floor of the first 30 -15 64-74 69.0 68.0 54 46 70 70 / / drawing Longyou row of residential 6-51 County, bidn Quzhou City building AN f lg 7 2 TICE SECOND SERVER & DESIGN NSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Nam Position Stable A Current Background Standard Amount eo Nmof Maui Dsrpinof relative to noise rating noise rating limit stnad Mi ° Osenfr asensitive ng point the measduring (LAeq, dB) (LAeq, dB) (LA~q, nt eL , dB) sound Drawing on or sestvIg on h mauignumher o secti receptors No. point Dist dHight train Day Night Day Night Day Night Day Night on ance dfe operat time time time time time time time time ________ ~~~~ ~~~~~~nce _on(dB3) Outside the window of the first 55-1 floor at the front 170 1 60-71 60.8 / 56 / 60 / 0.8 / end of the teaching Attached Anren Junior building . __ . _ _ drawing High School Outside the 6-52 window of the hiird 55-2 floor at the fivnt 170 10 62-74 62.0 / 59 / 60 / 2.0 / end of teaching ___ ______-_ m___ ___ _7_3buildng TH£ SECOND SV DGNIT RLW73 TESECOND SERVER & DESIGN INSTITUTL OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.4-2 (Continued) v Namne f Positon relative Stable A Current Background Standard exceeding S' of ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ osto rltve sud noise rating noise rating limitstnad Mi Dr ntatio NameM u Description of to railway (m) level standard Main stto sensitive g point Decito fduring (LAeq, dB) (I-eq, dB) (LAeq, dB) (L~ dB) sound Drwing n or measuring point A~,Number sctio receptors No. D* Height train source ° sen eo N Distanc erat Day Night Day Night Day Night Day Night n e differe n p(edrBtio time time time time time time tine time Outside the Jinhua Qijia Village, window of the first Attached to IKechen floor at the front 68. 67.2 58 52 70 55 / 122 (D© drawing Quzho District, 56-1 end of the first row 7 6-53 u Quzhou City of residential 6-53 building Zhangjia ~~Outside the Vihangei ofwdow of th first Attached Vcilag 57o floor at the front 15 -35 62. 58a0 56 45 70* 70* / / @() drawing District, end of the fist row 5 6-54 Quzhou City building Outside the Hucun Village window of the first of Kecheng ndoor at the front 61. 576 57 46 70 70 / / © ) drawing District, end of the first -w3 8 Quzhou City of residential 6-55 building Outside the Xiguakeng of window of the first Kecheng floor5 a the firnt 63. e 56d5 57 47 70 55 / 1.5 drawing District, 59-1 endofthefirstrow 40 -5.0 2 555 657 47 70 55 / 2 (2(D) drawing Quzhou City of residential 6-56 .____ __ _ building . Outside the Xinye Village window of the first Attached of Kecheng 60-1 floor at the front 40 -5.0 61. 55.8 57 47 70 5 28 OD drwn District, end of the first row 8 70 56/28 57Idawn Quzhou City Of residential 65 tk fg M - M V- AZ l - R d 4 THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Name Current Background Standard Amount of Position relative sound noise rating noise rating limit exceeding n sta amtofMesuin Description of (LAeq, dB) (LAeq, dB) (LAeq, dB) LDrawdBioun staio sensitive g point pointnleve sadar Maind Dawn n r receptors No. measuringainsource Nme o sectio Distanc Hight train Day Night Day Night Day Night Day Night n e e n (dB) time time time time time tme time time Proposed to be 56. Lixin Village 61-1 built on sarne side 30 -3.0 0. 52.0 54 48 70 70 /Attached of Kecheng _____of station 0. Attached District, Front row of 56. drawing Quzhou City 61-2 residential building 65 -3.5 5 52.5 56 49 60 50 6.5 2.5 ®®)( - _________ ofLixin Village - ~~~~~~~~~~~Outside the o Shiwuli c t 0 20gwidow of the fiist Village of ~ 9Attached | ' Kecheng 62-1 30 -2.0 656-75 68.1 58 45 70 70 /ZI ®O drawing District, en ftefitrw46-59 of residential Quzhou City bidn Shibali ~~~~~~~Outside the window of the first m Village of forathfln68Attached ~. Kecheng 63-1 dfthefi 30 -3.5 66-74 67.5 58 45 70 70 I / © drawing District, 0 6-60 I Quzhou City ~~~Of residential _ _ _ _ _ _ _ _ _ _ _ _ _ _ building_ _ _ Ouitside the Yangjiatou ~~window of the first Village of ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 71Attached Villange of floor at the frornt 18 1.0 64~-75 7. 70.4 56 46 70* 70* 1.8 0.4 O rwn Kecheng 64-1 ~~~end of the first row 8 & rwn District, of residential 6-61 Quzhou Citybulng____ ____ Chetou Outside the Kecheng 65-i1 lo o h 15 -2.0 64'-71 63.7 58 48 70* 70* - (® drawing- District, flo f te56-62 Quzhou City building in village ____ TH ECOND SERVER & DESIGN INSTITUTE OF RLAILWAYS EA Report on Reconstructed Zhejiang Jiangxi Railway Electrification Speedup Renovation Project Name F - ________ Stable A Current Background Standard Amount of ~~~~~~~~~~~Position relative sound noise rating noise rating limit exedain MigDawn of Name of Measurin ofto railway (in) level std) (Le,d)aLendB xedarngai statio s ve g.point Description of sarin dB) opcr t L d ' sun Dang n or , receptrs No. pointmeasuring durngnt__ A..,rs dB) sud Nme m eci sCentostv pontostn Height train suc = neti eDdstecancr;i Day Night Day Night Day Night Day Night suc _ ~~~~Outside the I ~~~~~~~~window of the third63 66-I floor at the fint 70 1 60-73 63. / 62 60 / 3.0 I) Jiangshan end of teaching Attached Experimental _ building -_ drawing Primary Outs the drawing School windowofthethird 666 66-2 floor at the front 70 10 62-76 2 / 65 / 60 / 6.2 / ( end of residential ________________________ building ------- TI'E SECOND SIJRVER S. DE INSTITUTE OF RAILWAY TI E SECOND SERVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.4-2 (Continued) Stable A Amount Name Position sound Current Background Standard exceeding of NDescription of relative to levnl noise rating noise rating limit standai D statio sNsitie ng ponM easuri Dsrpingo railway (min) L dB Ld) stnad Mi Numberg w: naoir° sensitive ng point .u g during (LAeq, Aq dB) (LACq, (B dAB. (, dB) sound wing o sectio receptors No. pont Hight train Day Night Day Night Day Night Day Night source L_ dnce fnee o in (dB) time time time time time time time time Quzho Outside the U towidwo fis Xinta 67-1 window of efir 80 -3 63-74 64.9 61.4 63 52 70 55 / 6.4 (D()® ngbia flo of heiri t n of row of building Jiangs residential Outside the Attached hanoarea of 67-2 window of tirsd 80 3 66376 66.4 62.6 65 52 70 55 7.6 (drawing cityeJiangshan floor of the firste City row of building Outside the 67-3 window of first 110 3 63 -72 61.6 59.7 61 49 60 50 1.6 9.7 63®(P floor of the second row of building Outside the Reietia 68-1 window of ficot 100 3 62325-71 61.5 56.3 59 54 60 50 1.5 6.3 (2)(O)( floor of the first area of ro fbfdgAttached row of building__ Jiangshan Oudside the drawing Cement 6-65 Factory 68-2 window of second 100 6 64---73 63.2 58.1 61 50 60 50 3.2 8.1 W(D floor of the first row of building Yanmache Outside the Primary window of the first Attached School of 69-1 floor at the ffmnt 50 0 66-74 64.4 / 49 / 60 / 44 / )) drawing Wucun Town, end of the teaching 6-66 L - Jiangshan building SECOND SRVR & DN ISM I it OFR 7 THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Name Position Stable A Current Background Standard Amount o°fi s iv m relative to sound noise rating noise rating limdit exceding stto Name of Measuri Description of rala i) level (L B L B L d) standard Main Drwn ~~s nor sensitive ng point measuring during DAyq Nih Ayq Nht Aeq, (LA dB) sound Nme sectio receptorsDista Day Night Day Night Day Night Day Night source n nee diff nce n (dB) time time time time time fime time time Outside the window ofthe third 69-2 floor at the fiont 50 9 67-76 65.6 / 48 / 60 / 5.6 (DT end of teaching buiding Maojiacang Outside the Primary window of the frst Attached School of 70-1 floor at the front 100 4 63-72 59.8 I 55 / 60 / / / (2 drawing Xintang, end of the teaching 6-67 Jiangshan building X Saitou Outside the : Village, window of the first Attached 9 Xiazhen B- Towzen, Yshan 71-1 floor at the front 30 -1.0 65-74 69.3 68.4 58 52 70 70 / / (D® drawing > County, end of the teaching 6-68 o, Shangrao City building ___ Tangding th a! Villangei o window of the first Attached Xiazhen z Towzen, Yshan 72-1 floor of the first 30 -2.0 62-72 66.7 65.8 54 48 70 70 / / (&ID drawing row of residential 6-69 County, bdn Shangrao City buildig v: Dukou Village Outside the of Xiazhen window of the frst Attached Iq Town, Yushan 73-1 floor of the first 15 -3.5 63-71 62.5 60.4 56 50 70* 70* / / ( drawing a County, row of residenhial 6-70 Shangrao City building _____ _ 7 8 TIIE SECOND SURVER & DESIGN NSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Name Position Stable A Current Background Standard Amount ~ f Nm f Maui Dsrpinof relative to noise rating noise rating limitstnad Mi statio ralaleveld) ( B) (A' rwn sensitive ng point measuring railway (i) during nAoeq, dB) nAoeq dB) (LAq,, dB) ec dL sound Drang n or A.,d)Number ~~~ se eetos Noctitoegh ransource o sectio receptors No. point Dista Hight tran Day Night Day Night Day Night Day Night n nce mr np(dB) time time time time time time time time _______________ ~nce n (d B _ _ _ Yuhongqiao Outside the Village of window of the first Attached Bingxi Town, 74-1 floor of the frst 30 -20 64-72 70.8 68.9 58 50 70 70 0.8 drawi ng Coushnty row of residential 6-71 ____Shangrao City hidn CON SURVER_ & DESIGN INSTIUTE OF RAILWAYS 7 9 THE SECOND SURVER & DESIGN NSTTTUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.4-2 (Continued) Position Stable A Current Background Standard Amount Name relative to sound noise rating noise limit exceeding of raig nieiistandard Main statio Name of Measuri Description of railway (m) level (LAeq, dB) (LAeq, dB) (LA.q, dB) (Lan dB) sound Drawing osensitive ng point measuring Hegh during sourc ii eepos t pit ri o senc°tiro receptors No. point nDista t praio Day Night Day Night Day Night Day Night e Xin ncO differe o (dB time time time time time time time time I ~~~~~~~~~~~~~~~~~~~~ncee n(B Xinta Outside the ngbia window of the n of 75-1 first floor of 100 1.0 61-69 62.4 54.6 59 46 60 50 2.4 4.6 Jiangs Zhongxin in-patient Attached han Hospital of department drawing City Shaxi Town, Outside the 6-72 to Shangrao City window of the (t Shang 75-2 fourth floor of 100 10 62-70 61.8 55.3 56 46 60 50 1.8 5.3 ©© rao in-patient department - ~~~~~~~~~~~~~Outside the Qianwang window of the first Attached SVllage of 76-I floor of the first 30 -3.0 64-74 69.9 69.0 58 52 70 70 / / )() drawing _ ShaxirTown, Cirow of residential 6-73 Shangrao City bidn ___67 n ~~~~~~~~~~bullding_ _ Dawu Village Outside the Attached of Linxi window of the first7 5.6dawn Town, 77-1 floor of the 15 6.0 64 74 59.6 56.2 52 45 70* 70* / / ( drawi7ng Shangrao City building in village Outside the r 78-1 wdrow of teaching 30 -3.5 76-81 67.5 / 54 / 60 / 7.5 / At Linxi Primary ro ftalgAttached School of Oom _ ____h drawing Shangrao ~Outside the 6-75 78-2 wmdow of the 50 0 74-79 66.8 / 55 / 50 / 6.8 / 675 __________ teaching building THE SECOND Sl RVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Position Stable A Current Background Standard Amount Name relative to sound noise rating noise limit exceeding of sonstandard Main Name of Measuri Description of railway (m) level (LAeq, dB) (LAeq, dB) (LA , dB) sound Drawing taor sensitive ng point measuring H during number nr receptors No. point iiin train sour r sectio vista t tratio Day Night Day Night Day Night Day Night e n nce differe onpe(daB)o time time time time time time time time nce _d_ Guomen Outside the Village of window of the first Attached Xinzhou 79-I floor of the first 20 -3.0 68-79 71.5 69.5 58 54 70* 70* 1.5 / O® drawing District, row of residential 6-76 Shangrao City building Shang _LOetilhewrixlvof Attached rao to 80-1 fig floor of the fist 40 6 65-74 64.9 61.4 58 47 70 55 / 6.4 @(M drawing Yingt Wusan O@ilehii vo 6-77 an residential 80-2 efflew'IXIwof aresldia of 80-2 thrd 5lor of ft fi t 40 12 66-76 66.4 62.6 59 46 70 55 / 7.6 &D® area of wyf Shangrao City (OI thewixvof _ 80-3 the dird foor of the 60 11 62-71 60.6 59.7 58 44 60 50 0.6 9.7 (W)( . ~~~~~~seea-drwofilding_ Outside the 81-I window of the first 40 -3 67-72 69.2 65.4 66 54 60 50 9.2 15.4 (DO Emergency floor of n-patient Hospital for deprtmnt Traffic Outside the Injuries of window of the Shnagrao City 81-2 seventh floor of 40 15 67-78 71.9 67.2 68 56 60 50 11.9 17.2 in-patent department _ Outside the 82-1 window ofthe first 40 -3 66-78 67.5 63.6 64 52 60 50 7.5 13.6 floor of in-patient Asylum of department _ Shangrao City Outside the 82-2 fwldow ofde tthi 40 2 68-79 70.3 65.8 65 54 60 50 10.3 15.8 L - - department @~~~~~~~ tk iW it _ ; - 8 1 THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Namre Position Stable A Current Background Standard exceeding ofr relative to sound noise rating noise limit standard Main _. sta°iof Name of Measuri Description of railway (mi) level (LAeq, dB) (LAeq, dB) (LAeq, dB) LA, dB sound Drawing staior sensitive ng point measuring during nr receptors No. point train suc nme o sectio receptorr Dista t Day Night Day Night Day Night Day Night e n nce differe n (dB) time time time time time time time time nce _ Outside the 83-1 floor of coite 150 1 62-66 61.5 / 58 / 60 / 1.5 / No.1I High bfdn School of builing Shangrao City Outside the 83-2 windowofthethird 150 7 63 -67 62.0 / 58 / 60 / 2.0 / M floor of composite building__ Outside the window of the fifst 84-1 floor at the fiont 140 -2 57-64 58.5 / 54 / 60 / / / ()® No.5 High end of the teaching School of buiding SNCh°ha5°grao Cityh Outside h L _ _ _ __he window ofthe 84-2 fouth floor at the 140 7 58-64 59.0 / 55 / 60 / / / @(D fiont end of teaching building _ _I_____ l'llE SECOND SURVER & DESIGN NSTITUTE OF RIAILAYS EA Report on Reconstructed Zhejiang-jiangxi Railway Electrification Speedup Renovation Project Table 3.4-2 (Continued) Namc Position Stable A Current Background Standard Amount Nam Posiativton sound urseretng os racgrong ii exceeding Main .o Sna°ofir° Name of Measuri Description of relative(to level noise rating noise rating Limit standard statio sestv gpit mauig railway (in) duig (LAq, dB) (LA", dB) (LAeq, dB) .A,B) sound Drawing n or ____sourc Number sectio receptors No. point Dista Height train Day Night Day Night Day Night Day Night e n nce dnfeer onperato time time time time time time time time Shang Outside the rao to 85-1 window of the first 50 7 63-72 58.3 / 54 / 60 / / / GD® Yingt floor of teaching an Linjia Primary budding I I Attached School of buldngdrawing Shangrao Outside the 6-78 85-2 window of the 50 10 66-73 59.5 I 54 / 60 / / / Uo second floor of teaching building _ Outside the Chongxin 86-1 widow of the fist 100 5 58 -63 58.7 / 55 / 60 / / / ®O J Zhongxin floor of teaching Attached _ Primary building drawing School of Outside the 6-79 Fenglintou 86-2 window of the third 160 86-2 flor ofWacing 100 11 58'-63 59.2 / 55 I 60 / / / building Xiejia Village Outside the Attached of Hengfeng 87-1 window of the first 20 -3.5 64-72 62.2 61.0 58 56 70* 70* drawing County, floor of the 6-80 Shangrao City building in village 6 Houjia Village Outside the Attached of Hengfeng 88-1 wmdow of theirst 30 -1.5 64 -73 67.8 66.8 57 55 70 70 / / GD drawing County, floor of the 68 Shangrao City building in village II6-81 SECN iSg- E = DSI iN E it RI 8 3 THE SECOND SUIZVER & DESIGN INSTITUTE (IF RAkILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Name Position Stable A Current Background Standard Amount .2 of relative to ~~~~~~ ~~~~~~~~~~sound Crnt Bcgo d Sadrd exceeding Mi statof Name of Measuri Description of relative to level noise rating noise rating limit standard saoun Drawing nr sensitive ng point measuring during (A.qq dB) (LAeq, dB) (LAeq, dB) ~ .d) suc Nme c sectio receptors No. point Dista Hight train Day Night Day Night Day Night Day Night e n nce nce np(dB)o time time time time time time time time nce n (dB) Outside the 89-I window of the first 90 -2 67'-72 61.7 / 56 / 60 / 1.7 I (O Yiyang floor. of teaching Attached Vocational budding o drawing School Outside the 6-82 89-2 windowofthethird 90 4 67-74 62.3 / 57 / 60 I 2.3 floor of teadhig building The second floor of Wangjiashan 90-1 the first row of 30 2 65 -74 70.3 68.8 56 46 70 70 0.3 Attached Village of building _ drawing Yiyang The first floor of 6-83 90-2 the third row of 60 -0.8 62-69 61.5 58.9 55 44 60 50 1.5 8.9 ( buiding Outside the Zhongxin 91-1 window of the first 30 -30 64-68 58.5 56.4 54 48 60 50 I 6 4 (M(D Primary ~~~~floor of teachers' School of d toutiey h Guixihetan, Ouside the Attached Yingtan City 91-2 second floor of 80 35 62-69 58.9 / 60 / / I C)( drawing second floor of ~~~~~~~~~~~~~~~~~~~~~~~6-84 teaching building Maojiatang Outside the Guixihetan, l92- wdow of the first 15 -3.0 62-'68 59.2 58.7 54 50 70* 70* I / ®( Yingtan City building in village East Outside the Attached ' Yingt Ticer Village wdow of fist 30 64-74 645 61.7 59 44 70 70 drawing `an to of Yingtan 1 floor of the fi 30 36-8565 61 9 4 7 0 I I rwn Yingt rowfbuilding I- - -I -I - -68 VA, W rl i - 8 4 THE SECOND SURVER & DESIGN INSFITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang Jiangxi Railway Electrification Speedup Renovation Project r Name Position Stable A Current Background Standard Amount cf of relative to sound noise rating noise rating limit exceeding Main statio Nam of Measuri Desrin railway (i) level (LAeq, dB) (LAeq, dB) (LAeq, dB) standard sound Drawing sensitive ng point measuring during qd)Nme n or No egt train suc Nme sectio receptors No. point Dista I t Day Night Day Night Day Night Day Night e n nce nce n (dB) time time time time time time time time an Outside the 93-2 lwdow of the fifth 30 15 66-76 71.3 66.4 62 46 70 70 1.3 / () row of buiding Outside the L933 w3foo of the seiiod 60 9 62-71 63.4 59.6 60 42 60 50 3.4 9.6 (W) _ _ ~~~~~~~~~~~row Of buidihng_ _ _ _ _ __ _ _ @ K il i - & itI ;+ k 8 5 TIIE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-fJiangxi Railway Electrification Speedup Renovation Project Table 3.4-2 (Continued) Position Stable A Current noise Background Standard Amount = Name of Measurin Description of relative to rating noise rating limit astandard Min railway(m) duig (LAeq, dB) (LAeq, dB) (I-Mq, dB) (Le,d) sud Drawing sensitive g point the measuring during_ Number receptors No. point Di Height train Day Night Day Night Day Night Dayti Nigh source differen operatio te nce time time tnme time time time ce n(dB) fi___e___ Outside the 94-1 foor ofthe firstrow 30 5 66-73 63.6 62.8 61 45 70 70 / / ©)® of bulding Outside the Tiesan Village 94-2 window of the 3 4 6-8 7. 56 6 6 7 0 20T9 of Yingtan fourth floor of the30 1 6778 70 656 4 46 0 70 20 I (© ffirst row of bulding__ Outside the c94-3 dfloor of the third 60 12 62-72 63.8 58.9 58 44 60 50 3.8 8.9 O©® row of building e95-1 window o 40 4 62-71 65.0 / 61 I 60 / 5 0 / Oth Attached Ymgtan 95-1 second floor of the 40 4.5 62-71 62 6 / 60 / Attached officeg bu_ldingdrawing -~~~ - - - - - -~~~~~~~~- - - _ _ _ _ _ _ ~~~~~~~~~~~ 6 -8 5 OLM. Metwirv of -ETieyi Village of 95-2fomtfifrt ~~ yingtan ~ 5-280 5.5 61~-66 62.7 I 57 / 60 I 2.7 I M OLIsdthwiniwof 95-3 h tuird fcor at t 80 11.5 62-67 63.4 / 56 / 60 I 3.4 I (D© fcxt " of jwof Tielu High 96-1 u fthe wlocr of 100 2.5 61- 65 62.8 / 59 I 60 I 2.8 I ®OD© School of ayglri Yingtan 96-2 th tird for of 100 8.5 62-66 63.0 / 61 I 60 I 3.0 / ©O( IL SFON SV & S INS I Tt RA 8 6 THE SFCOND SURVER & DESIGN INSTIT1UTE OF PAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project - Position Stable A Current noise Background Standard Amount o .° f . D . . f relative to sound rating noise rating limit exceeding co Name of Measurin Description of level standard Main u ° sensitive g point the measuring railway(m) during (LAeq, dB) (LAeq, dB) (LA(, dB) (Lae dB) souad Drawing C ~receptors No. Disnt Numrer a receptor. point Dt Height terasin Day Night Day Night Day Night Dayti Nigh source E dfee oprtot nce time time time time time time me ________ ______________ ~~~ce n(dB) time ____ Dongyang Village of OIside the wimv Attached Yujiang 97-1 of trs fitloor of te 20 4.5 61 '-65 62.8 61.5 55 46 70* 70* / / (W) drawing County, budg invllaw 6-86 Yingtan City Employee Dormitory of side the w Attached Jiangxil 98-1 ofthe fist for of th 15 -1.0 61-'65 64.8 63.7 59 48 70* 70* / / )() drawing Provincial Ripe builirgin-ILage 6-87 Research lidiivl~68 Institute Qiaotou at Village of Oudsie the wixiw Attached _ sc Yujiang 99-1 ofthe fist flr ofthe 15 -1.0 61-67 63.4 62.9 57 48 70* 70* / / 1j9® drawing o County, buiginv&ll1 6-88 Yingtan City Huangjia of district of ~Oulside the window 68 Yujiang 100-1 ofthefistgborofthe 15 -2.5 64-71 64.8 63.8 58 47 70* 70* / 9. ( County, Yingtan City _ Attached >~Wuligang new drawing district of CIL&Asi the wirdow 6-89 Yujiang 101-1 of tt1ie fi flof tr 85 -2.0 63 -70 64.5 64.0 57 46 70 55 I 9.0 @®~ County, xA1dhngin viIl Yingtan CityIIII Lujia Village of Outside the wrldow Hubei, Yujiang 102-1 of dt f ist &xr of the 15 -2.5 62'-69 59.0 57.8 54 46 70* 70* / / (j(® County, "gvfl Atce Yingtan City driinilkg Attawched Lujia Village of CINetewdw6-90 Keli, Yujiang 103-1 of tlfitfhrbofiIh 30 -2.5 64~-74 65.6 63.7 58 46 70 70 / / dD6 County,buligv[ae Yingtan City I __ _ I I__ _ _ _ I_I_I I___i 64 in M = a QV Vi->- 15 8 7 THE SECOND SlERVER & DESIGN TNSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.4-2 (Continued) _ Name Position Stable A Current noise Background Standard Amount of.0W, Nensl&ve Measurin Description of relative to luenv rating noise rating limit ) exceeina Min railway(m) duig (LAeq, dB) (LAeq, dB) (LAeq, dB) ~ B sud Drawing sensitive g point the measuring NumberA~, B) son receptors No. p oint Hegt train source o o) Dista Height Day Night Day Night Day Night Day Night rnce dtilere operatio tme time time time time time time time Hulin Village Outside the 1 Attached of Dongxiang 104-I window of theflrst 50 -1.0 65 -73 66.4 64.8 57 48 70 55 / 9.8 (X drawing County Yingtan floor of the ~~~~~~~~~~~~~~~~~~~~~~~~~~6-91 City building in village _ _ Xin Village of Outside the Attached Dongxiang 105-1 windowofthefirst 15 -3.0 56.4 49.8 52 46 70* 70* / / drawing County, floor of the 6-92 Yingtan City building in village Outside the window of the first _ e 106-1 floor ai the front 260 -4.5 58.5 / 54 ! 60 / I) 3 No.1 High end of the teaching Attached * School of bulding drawing : Dongxiang Outside the 6-93 o County window of the first o > 106-2 floor at the front 120 4.0 61.3 56.8 58 46 60 50 1.3 6.8 (2S end of teachers' do.m.tory Siqian Village window of the Attached County a 107-1 second floor at the 30 -1.5 64-71 69.4 68.7 54 49 70 70 / / &(D drawing Yingtan City front end of 6-94 teachers' dormitory Xiwang Outside the Attached Primary School 108- window of the third 100 7 66I72 61.0 59 60 /. (DOO drawing of Qiandong, floor of teaching 6-95 Xiabuji building _ _ _ 6 ® t; t %, -: SJ ;4. it r 8 8S TiH SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang Jiangxi Railway Electrification Speedup Renovation Project r Position Stable A Current noise Background Standard Amount relative to sound rating noise rating limit exceeding Name of Measurin Description of level standard Main railway(m) (LAeq, dB) (LAeq, dB) (LAem, dB) ii dB sud Drawing sensitive g point the measuring during __LA_______ _souumbe receptors No. point Height train source o E rehDist t . Day Night Day Night Day Night Day Night nce tce n(dB) ime time time time time time time time -nce n(dB) - --__ Caojia Village Outside the Attached of Jinxian window of thefrst 15 0 61-65 59.8 58.8 58 45 70* 70* / / O® drawing County, 192 floor of the 6-96 Nanchang City building in village _ Outside the Jinxian 110-I flooroftech 130 -4.0 6166 58.0 / 54 / 60 / / /tea Attached Vocational buldingg t drawing School of Outside the 6-97 Nanchang City 110-2 window of the first 150 -2.5 6165 57.5 56.8 54 48 60 50 6.8 (@ floor of teac1he5s' residenial building I Dongshan Outside the Villgehan window of the first Village of 111 fdoor of the frst 15 -3.5 54.5 49.6 52 46 70* 70* / / ( Nanchang City ro of residenfia d6Atta8clhegd Primarygschool 112-I floor of the first 60 -3.5 58.0 554 60 ( of Dongshan, row of residential Nanchang City building A Liaojia Village Outside the Attached Coft Jinxia 113-1 floor of thefirst 15 -6.0 62 567 68.9 66.8 58 54 70* 70* / /drawing ofCoungshan rowo of resienti99 Nanchang building Wangxie Outside the Attached Village of window of the first 15 -6.0 6.9 66.8 58 54 70* 70* / / ©O® drawing Jinxian, 113-1 floor of the 1 6-100 6-990 Nanchang building in village I I I . ® ) . -- iQ it r 8 9 THE SECOND SURVER & DESIGN INSTITUTE OF RAUILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project . = c Position Stable A Current noise Background Standard Amount r', ~~~~~~~~~~~~~sound exceeding Name of Measurin Description of relative to level rating noise rating limit standard Main railway(m) duig (LAeq, dB) (LAeq, dB) (LAeq, dB) ~ B sud Drawing e sensitive g point the measuring rl m during (LAqdB sound Number o' o X receptors No. point Dista Height train Day Nit Day Night Day Night Day Night source E ~~~~~~~~ ~~~~~~~~differe operatio E NihtDa nce time time time te time time time time 7 ne n(dB) Outside the Tianli niejia of window of the first Attached Jinxian, 115-I floor of the first 20 -3.0 59.4 52.0 54 49 70* 70* / / drawing Nanchang row of residential 6-101 _______ building . ___ TFfiESECONi SURV- &I)E F GNINSHTUTEOF~AtLWY 9 0 THE SECOND SUFVER & DESIGN NSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.4-2 (Continued) Position Stable A Current noise Background Standard exceedm g Name of Measur relative to sound rating noise rating limit s Ma e sensitive ing Description of the railway(m) level (LAeq, dB) (LAeq, dB) (LAeq, dB) (LaeQ, dB) sioun Drawing point measuring point Heg drn ore Number e ° sn receptors No. Dista ht train Day Night Day Night Day Night Day E*rc f operationDa Dy E nce diffe (dB) time time titne time time time time time Vihllangeiaof Outside the window of Attached e " Jinxian 116-1 first rowofresidetrial 80 -3.2 56.5. 49.6 52 48 70 55 / / drawing w County, 6-102 _ >< Nanchang bu_dn t c Yanlong Outside the window of Attached V Village of the first floor of the 15 -3.0 55.8 50.5 54 49 70* 70 / /d . Xiangtan 117-1 drawing first row of residential o.2 11-hrdistrict, the 6-103 Z_PrimNanchang building Outside the window of Attached e* ° TNio.l5u 119-I the first floor at the No2 118-1 frn n f~ 140 1.0 62-64 61.2 I 61 / 60 I 1.2 I ® O drawing e e VllNo.2 ofm end of resiena buil ~~~~~~~~~~~~~~~~~~~~~~~~~6-104 Z .' NPrimarynchangb uildn School of Outside the window of Nachn the fsixth floor at the .2 ~ thefourthfioorat8he 140 10 64--66 64.3 I 63 / 60 / 4.3. I ®®cT * Nanchang 118-2 front end of tefching C ~~~~~building_ _ ~~ No.5 ~~~~~~Outside the window of ~~ ~ Tielu 119-1 th~fe firt floor at the 19 1 finot end of the firs 8 0.5 66~-72 69.3 62.6 62 52 70* 70 / / ) Vage of row of residential Nnan W iA g _ JYJ S building , Outside the window of the sixth floor at the 119-2 filont end of the first 8 15.5 68~-74 73.8 64.8 61 54 70* 70* I I (D row of residential _ _ _ _ _ _ ~~~building _ _ _ _ _ _ _ _ Zi n A i~ it 9 1 TIIE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Amount o Position Stable A Current noise Background Standard exceeding N o ame of Measur relative to sound rating noise rating limit ta d Nme o Description of the railway(m) level d(LA,q, dB) (LAeq, dB) (LAeq, dB) souind sensitive duringNumb) 4~ reetr oint measuring point Heigberi ; E receptors No. Dista ht orain Day Night Day Night Day Night Day Night source nce differ (dB) tume time time time time time time time ence (dB) Outside the window of 119-3 the sixth floor at 30 15.5 66-74 69.8 63.0 62 52 70 70 / / () of residential building Outside the wndow of 120-1 the first floor at the 80 -3 66-72 61.0 / 56 / 60 50 1.0 / OU0 Liantang teaching building _ branch of Outside the window of Attached Nanchang 120-2 frnt end of the 80 9 66-73 65.1 / 62 / 60 50 5.1 / 000 drawing Mechanis teaching building m School Outside the window of 120-3 fontend ofthe student 80 9 66-~73 64.3 58.6 60 44 60 50 4.3 8.6 (9)W dormitory Outside the window of 121-1 the first floor of 160 3.0 63 -72 61.8 / 58 / 60 I 1.8 / (D) No.2 teaching building High Outside the window of Attached School of 121-2 the third floor of 160 9 66-73 63.5 / 57 / 60 I 3.5 / (IQ drawing Xiangtan teaching building 6-106 g Outside of the window 121-3 of student 120 3.0 63-71 61.0 56.0 52 45 60 50 1.0 6.0 0(0) dormitory(buigalow) Outside the window of 3-_ Xiangtan 122-1 the first floor of 100 -3.5 62-71 59.2 / 56 I 60 / /' Attached g West _ teachingbuil _ _ _ _ _ drawing ec Xiaxi Outside the window of 6-107 c Primary 122-2 the third floor of 100 2.5 63 -73 63.0 / 58 / 60 / 3.0 / 00 _ School teaching building T I S O A D I VI a G i L WrA 9 2 TIIE SFCOND SURVER G DESIGN INSTITUTE OF IRAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Position Stable A Current noise Background Standard Amount c o Name of Measur relative to sound rating noise rating limit standard e ing Description of the railway(m) level (LAeq, dB) (LAeq, dB) (LAeq, dB) Main sensitive during (LC,~ sound Drwn point measuring point Heig sore Number receptors No it t train Dayrc c rcetos N°o.t measurmg pomt Dista °peration Day Night Day Night Day Night Day Night nce diffe (dB) time time time time time time time time Outside the window of 123-1 the first floor of the 30 -3.0 66-73 65.2 58.5 58 52 70 70 of V t123-1 ffirstrow rsntia 30 -3. 66'76 65 58.5 58 52 70 70 / /residAntwl Xiangtan building 610 WestXiax Outside the window of Attached iVillage 132 the second floor of the 3 . 67 59 6. 9 5 0 7 D~C rwn of West 132 firs row of residentia 30 086-7159 6.1 50470 78 ®~ rwn Xiangtan building6-0 g Outside the window of 123-3 the second floor of the 60 1.0 62'- 71 61.0 56.0 58 54 60 50 1.0 16.0 (D(@®) residential building I . SECND SERVER &l DESIGN INS-ITE O R tIL 9 3 TIIE 5ECOND SURVER IL DESIGN NSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.4-2 (Continued) Amount T e . _ Position Stable A Current noise Background Standard limit exnedin e. .Mesu relative to sound rating noise rating (L ,dBstnadMi ; ~Name of Iriwym ee L~,d) (A,d)Mi se°Nsitvei Meing Description of the alway(m) level ratin dB) (LAe, dB) (LAeIB dB Drawing sensitive ~~~~~~~~during sound 3 E receptors point measuring point Heig train D source Number No. Distan ht . Day Night Day Night Night Day Night z; ce differ |pei tirme time time time time time time I _ _________ _ _ _ence ( Ludong _____._ Xiang Primary OtietewdwAtce tang School ofOusdthwiowAace Xinyu Schoogang 124-1 of frst row of 140 -3.5 64-71 61.7 / 58 / 60 / 1.7 / (X)) drawing tiny Tiowang teaching room 6-109 Fengcheng Epidemic 1Outside the window prevenion 125-1 of the first floor of 120 0.5 65-74 66.3 59.3 65 58 60 50 6.3 9.3 O(D Attached station of compoite building _ drawing Fengcheng OietewowL6-110 _ Cy125-2 of the fifth floor of 120 12.5 66-73 67.1 60.5 66 59 60 50 7.1 10.5 6- City composite building _ Zhujia Village (ethev vofth Attached of Fengcheng 126-1 frst1ib ofthe ftstuwof 20 0 65-74 69.0 68.2 59 52 70* 70* / / j)® drawing City _ 6-111 o Longtan Village, Pailou |Osidetewitkywoftle Attached Village of 127-I |fstf1rofihfistxwof 30 0 66-75 68.9 68.5 57 52 70 70 / / @® drawing Fengcheng WiKkgt ihu 6-112 City __ ____ __________ ___ Songhu Oetwmbwofte SchoolP 128-1 fist lb of ahing 110 1.5 64u-72 61.2 / 56 / 60 / L2 / Attached Zhangshu Wang__ ____drawing Songhu Oisietle-winbwofthe I 6-113 Village of 129-I Ifi tBiroftefirstKwof 30 0.5 66-79 68.5 67.5 56 54 70 70 / / Zhangshu ________ THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Amount r . Position Stable A Current noise Background exedng o .2Mau relative to sound rating noise rating (Aq B tnadMi c N Name of railway(m) level (LAtq, dB) (Lne , dB) (La d sound Drawing sensitive ~ing Description of the duringNumbe 1W ~~~point measuring point Heig tranmsurc .2 E receptors point measunngpotNo. Dista ht Day Night Day Night Night Day Night 2 ~~~~~~~~~~~~~~~~~~~~~~operatio Day time ce deffer time e time time time time Huangjia alsde th wndv off Village of ng,f130-1 ItiIof re i 15 0 62'-73 66.5 65.4 58 45 70* 70* / / Fengcheng, bldgfil Yichun CityhUnomL Cangxi Attached Primary drawing School of owidethe"MrWofthe 6-11 5 Huangjia 131--I Iisti1roftleftstiuwof 120 -2.0 62-'69 58.8 / 60 / 60 / / / Village, dtwb Fengcheng, Yichun City ____ East g' i"drWiXvofti Attached Fengcheng 132-1 fistflocrofthfistuwof 30 -1.0 66 -78 68.5 67.8 56 54 70 70 / / )5) drawing Yichun Cityi~~ilhg__ -1 Gulou Village2 of Linjiang CIlethwivaoe Attached Town, 133-1 f1rofltorffiustof 30 -3.0 62-73 67.9 67.8 58 54 70 70 / / (D() drawing Zhangshu, imkkd1hiili 6-116 Yichun City - _ _ 6-116 Hanshan Village of OLsdtwtcooteAttached Linjiang 134-1 fistlkxoftfwtirivof 30 0 62--73 69.5 68.8 58 57 70 70 / / @® drawing Town, pdtbi4 -1 Zhangshu bui g | 6-117 Yichun City __j__ ___ 9 5 TiE SECOND SURVER & DESIGN LNSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Amount Position Stable A Current noise Background exedng Name of Measur ~~~~~~relative to son rating noise rating SLe, B tandard Mainexeein e , sNaMtlve In L scrip I of .railway(m) level (LAq, dB) (LA'q, dB) L dB ~ sensitive ing Description of the duig(LAe., d) sound Drawing ~~ receptors point measuring point Heig tansuc Number .; E No. Distan ht . Day Night Day Night time Night Day Night ce er time time time time time time time ene n(dB) Primary School of Hanshan Village of 135-1 fitiorofthffrnxof 70 3.0 64 -71 65.7 / 58 / 60 / 5.7 / Town, Zhangshu Yichun Cit Xiongjia Village o G frvetnwrwofIe Attached Linjiang 136-1 fist1lorroflhfJitiuwof 25 0 64-75 70.5 69.7 58 52 70* 70* 0.5 / O() drawing Town, ca bdg618 Zhangshu luh g r 6-118 Yichun City I_____.___. _ f) i5; ;A -- a %'8 a Q t PA 9 (; T EF SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.4-2 (Continued) Position Stable Current noise Background Amount Name ~~~~~~~~~~~~~~ ~~relati've to A rating noi se rating Standard limit exceeding o .S of ~~~~~~~Measurtr sound (I-Aeq, dB) standard Mi Name of railway(m) (L~~~~lvel Aeq, dB) (LAeq, dB) Main d Daw ing Description of the railwa(m) ( n sound Drawing seentorsi point measuring point Heig during Number c E receptors No. Dista ht train Day Night Day Night Day Night Day Night E nne differ operati time time timne time time time time time __ Z .ence on(dB) ____ Outside the window of Xia Village of tefrtforo h is Attached Luofang Laolou, 137-1 rowefiisforoftheftiat 30 -2.5 64~-72 69.7 68.0 58 58 70 70 I ® drawing Xinyu City rowldn of sdnil6-119 Outside the window of 138-1 the second floor of the 20 0.5 66-75 71.5 70.3 61 54 70 70 1.5 0.3 (M(® first row of residential Attached Xinyu Shuixi building ______Atce Tonglin Village Outside the window of drawing 138-2 residential building of 30 -2.0 66-75 67.4 65.5 64 52 70 70 / /6(120 Outside the window of Attached e: Xijiahe Village, 139-1 the first floor of the first 15 -3.0 60.5 54.5 58 45 70 70 / I GD®® drawing Xinyu City 1 row of residential 6-121 buiding 6___121___ Outside the window of 140-1 the first floor of the first 60 1.5 64-71 64.7 56.5 62 52 60 50 4.7 6.5 ()XX Residential Area _ of Attached 140-2 frthe rothw of resdent 60 10.5 66-72 64.9 57.2 63 52 60 50 4.9 7.2 (OW first row of restldenba building Electric Outside the window of Technology 141-1 the first floor of the frst Atached Institute of row of teachrg 150 3.5 63 -168 63.5 I 62 / 60 / 35 /) drawing Jiangxi Yuzhou building 6-123 ® g_& I t -- 9 7 THE SECOND St RVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project m Stable Amount o Position A Current noise Background . . Amoung relative to soundStandrdiliit exeedin = _ - Name of jMeasur relay sound (LAt,n noise rating (Laa dB) standard Main Drawing Name ~~~of dB) (Le,dB) IA a' sensitive m~ig Descripti'on of the rala() level LAq(Le, sound Nme o~~ receptors ~~ point measuring point Heig during source No. Dista ht train Day Night Day Night Day Night Day Night s e: Ence differ operati time time time time time time time time ence on(dB) Outside the window of the sixth floor of the 141-2 t row of t 150 18.5 65 -69 60.9 / 56 / 60 / 0.9 / first row of teachlng building Outside the window of Attached Baoshan Village 142-1 the frst floor ofthe frst 70 -3.5 65-72 64.5 63.4 58 45 70 55 / 8.4 W(O) drawing of Xinyu City row of residential 6-124 building Zhongxin Outside the window of Attached Primary School 143-1 the first floor of the 75 2.0 65-74 63.0 / 54 60 / 3.0 / (X(( drawing of Jieshui, Xinyu first row of teahng 7 6-125 City building 612 Outside the window of Linyang High the third floor of 20 6.0 66-78 70.8 66.8 56 48 60 50 10.8 16.8 ®)® Attached School of Fenyi 144-1 teachers dormitory drawing County, Xinyu Outside the window of 6112 City the fourth floor of 80 9 61-71 63.2 / 55 / 60 / 2.2 / .6-26 teaching building Zhanqian 145-1 The first floor of 80 6.0 66-73 62.0 / 52 / 60 I 2.0 / (M®l) Attached Primary School, teaching buiding drawing Fenyi 145-2 The second floor of 80 9.0 66-75 63.3 I 53 / 60 / 3.3 I (©()| 6-127 I ______________ teaching bullding I_I Outside the window of 146-1 the first floor of 50 6.0 64-72 60.8 56.5 56 46 70 55 / 1.5 QO)(® | Residential Area domtory bhldeing w o Attached of Fenyi Hemp Otietewdwo drawing Spinning Factory 146-2 the fourth floor of 50 15.0 66-76 64.7 59.6 62 46 70 55 / 4.6 O 6-128 146-3 Outside the window of 70 6.0 63 -71 60.5 55.8 55 44 60 50 0.5 5.8 O® dormnitory (bungalow) 8 T HE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.4-2 (Continued) Position Stable Current Background Standard Amount T - crelative to A noise rating noise rating limit standard : -= c ame .f Measur railway(m) sound (LAeq dB) (LAeqg, dB) (LADqy dB) sta, ndB ainr Kongjiame ou of i Dc Description of the level Drawing ~ *~ sensitive point measurin tHeig drn soundwNumber r ceptors pohttsoeasuring surce N No. Dista train Day Night Day Night Day Night Day Night nce operati time time time time time time time time c _ trenc on(dB) e Kongjiazhou of The first floor of Fenyi Town 147-1 houses in village 15 -7.0 63-72 63.5 61.6 58 52 70* 70* 1. 5. (® cAw ______ ______________ ____ ____ ____ _________ ____ ______ 6~~~~~~~~~~~-129 Outside the widow of Zhongxin 148-1 the first floor of 120 -0.5 62471 60.6 5 56 4 60 0.6 6 (AUa® Primary School teachng bulding of West Yichun Outside the window of 6v1n3 0 Villag 148-2 the fifth floor of 120 11.5 630 73 60.96 58 / 60 0.9 / ()( 63 teaching building Out3 ie wrx~dow of tr .2People's 149-1 first 1koaoftfirstruwof 120 7.5 63 -72 61.5 55.5 58 44 60 50 1.5 5. M A.na~di Hospital of _____ x&ii'Atuldg ___ _____ Yichun West 1 9 9 VillageE149-2 sxn1locroffrst row 120 10.5 64-74 62.0 56.1 56 42 61 50 2.0 6.1 O® Shupeng Village Oi&& tl wiIAY Of d t of Luxi County, 150-1 &A fooroftr firstiuvof 15 -4.0 64~-82 71.2 67.5 58 52 70 55 1.2 12.5 O .~Pingxiang isbihfdn Outside the window of Aithdd 0 Luxi Primary ~151-1 the first floor of 140 3.0 63-68 56.8 / 52 / 60 / / O dtvvig School of Luxi ____teaching building ______6-132 -5 County, Outside the window of Pingxiang 151-2 the fi.fth floor of 140 15.0 64-69 58.5 / 54 / 60 / / / o _______________ ~teaching building- - - - - - - - - - ®~zav~r 9 9 W TESECOND SERVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-jiangxi Railway Electrification Speedup Renovation Project Position Stable Current Background Standard Amount relative to A noise rating noise rating limit sxceeding Measur railway(m) sound (LAeq, dB) (LAeq, dB) (LA.q, dB) stadar Min Dawn = Name of ing Description of the level (LA, dB) Main Drawing 'Z: sensitive~~~Heg oud ume : - sensitive point measuring point Heig during sound Number .; o <,, receptors No. Dista train Day Night Day Night Day Night Day Night nce renc operati time time time time time time time time rene on(dB) Quanjiang Outside the window of Primary School 152-1 the first floor of 150 1.0 64-72 58.7 / 54 / 60 / / / ( kavk) of Pingxiang teaching building 6-134 Yangqiao Ouse dh v of he Village of 153-1 fistflocrofthe frA mwof 15 1.0 54-62 59.5 52.0 54 48 70* 70* / / ®) Quanjiang, hIiUTg Pingxiang __ _ __ _ ___g __ Dengan VillageOutside the window of Attahrd LDengan Village 154-1 the first floor of the 15 -2.0 60-68 61.8 56.5 58 49 70* 70* I / O® 6136rg of Pingxiang ~~~budlding in ville 6-136 Outside the window of 155-1 ] thefirstfloorofthefirst 20 5.0 73-79 73.6 65.6 72 52 70 70 3.6 / ©©© row of residential _ building R Outside the window of I Ping Residenial Area 552 the fourth floor of the 20 14.0 72-80 72.3 66.7 71.0 52 70* 70 2.3 / d ) At c> xian Coal Mine X first row of residential 6-137 g to bulm n Tilin [ Outside the window of o 155-3 the third row of 60 8.0 62-71 62.3 54.2 61 44 60 50 2.3 4.2 (©O® residential building in residential area Outside the window of Lilin Shangpu 156-1 thefirstfloorofthefust 60 -3.5 58-64 58.2 56.5 54 49 70 55 1.5 OJ) daving Village row of residential 6-138 building d . . TIIESECONDRVER & DaSIGN INSTITUTE OF RAILWAYS - - EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Position Stable Current Background Standard Amount relative to A noise rating noise rating limit exceeding o .2 Measur railway(m) sound (LAcqq dB) (LAeq, dB) (LA,q, dB) stal ard Main co Name of (LA..Drawingi ~~ sensitive ~ ing Description of the level Drawiumbe point measuring point Hetg during sou Number .= o <] receptors No. Dista train Day Night Day Night Day Night Day Night E ~~~~N.diffe nc e Operati time time time time time time time time rcc on(dB) e Outside the window of Xiangzushan 157-1 the fistfloorofthe fist 130 3.5 64-72 61.5 / 58, 60 I 1.5 / ©©® Lilin row of teaching Awd I g to Yaojiaba, building -- - Zhuz Zhuzhou Outside the window of 6-139 hou County 157-2 the second floor of the 130 6.5 66 -73 62.1 / 56 / 60 / 2.1 / @&TO first row of teaching - - _________ _____ ~~building _ _ Note: 1. Main sound source: (ORailway noise ©Traffic noise from roads and highways (®)Noise from civil life (A)Construction noise (®)Factory noise ©Highway crossing alarms 2. Positions relative to the railway: Data outside of the brackets is the distance and height difference from the main line track or station track. Data inside the brackets is the distance or height difference from the newly constructed track (includes the distance and height difference of the Hangzhou Junction from the locomotive turnaround depot. Height difference column: "+" indicates that the elevation of the sensitive spot is higher than the track level and "-" indicates that the elevation of the sensitive spot is lower than the track level.. 3. Standard limits with a "*" are reference standards. aD MI i - A i itiI 101 THE SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 4) Assessment of Present Quality Status of Acoustic Environment From the monitoring result indicated in Table 3.4-2, 113 concentrated residential areas, 39 schools and 5 hospitals along the line of this project shall be taken as environmental sensitive receptors. Through the monitoring of present status, the acoustic environment along the line is suffering from the great noise from ZheGanLine Railway and highway and social life. Within a scope of 60 meters from two sides of the existing railways, it mainly suffers from the noise produced by locomotive whistling and running. Out-of-specification phenomena take place to a greater or less extent. For the area 60m out of the existing railways and that of newly built lines, it mainly suffers from the influence of highway and the human social activities, and the quality status of local acoustic environment is in a good condition. 3.5 Present Status of Water Environmental Quality 1) Investigation of Present Status of Water Quality in Streams along the Line This project passes through Puyang River, Jinhua River, Qujiang River, Xinjiang River, Ganjiang River, Yuanshui River, Lushui River, Xiangjiang River and other rivers and their branches. Most of these rivers belong to ephemeral ones. The river flow varies comparatively greatly in a year. Due to faster development of economy, wastewater discharge volume is rising up. In addition to the limited volume of stream water body and self-purification capacity, the water quality of water bodies of each stream suffers from certain pollution without exception. The following is a brief introduction to water environmental quality of cities along the line: Jinhua City: Main streams are Jinhua River and Dongyang River, the branches of Nanjiang River. Nanjiang River is the water system of Qiantang River. The present status of the waster quality of Jinhua River and Jinhua section of Dongyang River belongs to the water body of Category V. The main pollution indices are permanganate factor, Biological Oxygen Demand, volatile phenol and etc. the city planning is controlled according to the water body of Category III. Shangrao City: Xinjiang River is the main river of Shangrao City. It goes through the city. The present status of its water quality is Category III. It mainly suffers from the pollution of volatile phenol. Yingtan City: The present status of water quality at Yingtan section of Xinjiang River is of Category IV. The main pollutant is that of petroleum type. Nanchang City: Main river is Ganjiang River. The present status of water quality at Nanchang section of Ganjiang River is lower than water quality of Category III. Main pollutants are that of petroleum type, ammonia nitrogen, volatile phenol and permanganate factor. Xinyu City: Main rivers are Kongmu River and Yuanshui River. Kongmu River is the source of drinking water of Xinyu City. But, due to the influence of the h in m - a ?1Z 1 0 2 THF SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 10 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project urban industry and domestic wastewater, the present status of water quality of the river is comparatively bad. The water quality of eater body passing the city area does not satisfy the requirement of water quality of Category III water body. Xinyujiang Section of Yuanshui River suffers from more serious pollution. All cross sections thereof are uniformly worse than water quality of Category III. Main pollutants of Yuanshui River are that of petroleum type, ammonia nitrogen and volatile phenol. At present, it is controlled according to the water body of Category III. Pingxiang City: Main surface water comes from Yuanshui River. For the urban section of Pingshui River, Category III Water Body Standard is implemented. The water quality of Pingshui River is comparatively bad. All cross sections thereof are uniformly worse than water quality of Category III. Main pollutants are that of petroleum type and ammonia nitrogen. At present, it is controlled according to the water body of Category III. Zhuzhou City: Surface water bodies are Xiangjiang River and Lushui River. The urban sections of these two rivers are the water body of Category III. Xiangjiang River is a stream that has a drainage area in Hunan province. The precipitation in drainage area of Xiangjiang River is comparatively abundant. The rainfall concentrates in the spring and summer, among which the period from the fourth month to sixth month is rainy season. The wastewater from the factories of Iron and Steel, Metallurgy, Chemical Industry, agricultural chemical and etc. along the Xiangjiang River are discharged into this river. So, the water quality is polluted and controlled according to the Category III Water Body Standard. 2) Investigation of Water Catchments of Concentrated Drinking Water along the Line Based on the site investigation and the consultation from relevant in-charge department, the sources of concentrated drinking water of all cities and towns along the line are mainly selected at the upper reaches section of the water reservoir and streams. Please refer to the Diagram of Water System alone the Line for particulars and details. There is no water catchment within an area 200m in the upper reaches and I km in the lower reaches of all River Crossing Bridges and Super Major Bridges. The property of water body in the river crossing section is mainly agricultural irrigation or flood discharge. 3) Investigation and Analysis of Current Situation of Railway pollutant source (1) Situation of Distribution and Discharge of Railway pollutant source Pollution sources of the existing railway involved in this project are mainly local railway stations and depots, such as Jinhua area, Shangrao area, Yingtan Junction, Nanchang Junction, Zhuzhou Junction and etc. and the wastewater from production and daily life of the stations along the line. Wastewater from production mainly concentrates in maintenance depots, locomotive depots and etc. along the line. Domestic wastewater mainly comes from the productive houses in stations and depots. The total volume of discharged wastewater along the whole line is 28,448 m3/d, of which productive wastewater is 2,256m3/d A6) ffi iA A% -_ ab 3t G"G 1t 03 ® THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 10 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project and domestic wastewater 2,6192 m'/d. please refer to Table 3.5-1 for the situation of wastewater discharging in main stations and depots along the line and the treatment techniques. Table 3.5-1 Existing Situation of Wastewater Discharging in Main Stations and Depots along the Line Unit: m3/d Qualities of the Wastewater at Each Volume of Disposal Direction of Section Station and Depot Discharge Technology Discharge Shanghai West Zhuji Station Domestic wastewater 770 Septic tank City Bureau Yiwu Station Domestic wastewater 235 Septic tank pipeline network East Jinhua Station Domestic wastewater 320 Septic tank East Jinhua Oil contaminated Sedimentation, X Locomotive wastewater filtering City < Turnaround Depot Domestic wastewater 60 Septic tank pipeline -< West Jinhua Station Domestic wastewater 525 Septic tank network West Jinhua Oil contaminated 50 Nil Locomotive wastewater Turnaround Depot Domestic wastewater 60 Septic tank Shanghai Quzhou Station Domestic wastewater 365 Septic tank City Bureau pipeline Yushan Station Domestic wastewater 618 Septic tank pelwrin i Shangrao Station Domestic wastewater 2310 Septic tank Oil contaminated Adjusting City m Shangrao 200 sedimentation, piplin i Locomotive Depot wastewater Air floating network ____________________ Domestic wastewater 150 Septic tank City Z Hengfeng Station Domestic wastewater 700 Septic tank pipeline network Irrigation Guixi Station Domestic wastewater 1190 Septic tank ditch outside the depot o Etasti i Domestic wastewater 1050 Septic tank pipeline Stationnewr City X Yingtan Station Domestic wastewater 250 Septic tank pipeline network Oil contaminated Oil separation, City Yingtan wastewater air floating pipeline Locomotive Depot Domestic wastewater 120 Septic tank network Oil contaminated Oil separation, City = g Nanchang wastewater 560 Air floating pipeline .= ~Locomotive Depot Q Locomotive Depot Domestic wastewater 150 Septic tank network z 3 Xiangtang Oil contaminated 440 Oil separation, City locomotive depot wastewater . air floating pipeline _t in - = V 104 THI SECOND RAILWAYS SURVEY & DFSIGN INS1ITUTE 10 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Section Qualities of the Wastewater at Each Volume of Disposal Direction of Station and Depot Discharge Technology Discharge l_________________ Domestic wastewater 120 Septic tank network West Xiangtang Oil contaminated 100 Oil separation, City Locomotive wastewater air floating pipeline Turnaround Depot Domestic wastewater 100 Septic tank network Qingyunpu Station Domestic wastewater 770 Septic tank Nanchang Station Domestic wastewater 5000 Septic tank Xiangtang Station Domestic wastewater 495 Septic tank West Xiangtang Domestic wastewater 2310 Septic tank City sewer Station Sain Dmscwseae 20Spctn Dongxiang Station Domestic wastewater 290 Septic tank Fengcheng Station Domestic wastewater 355 Septic tank Zhangshu Station Domestic wastewater 575 Septic tank city pipeline Xinyu Station Domestic wastewater 520 Septic tank network ret Fenyi Station Domestic wastewater 575 Septic tank e Yichun Station Domestic wastewater 365 Septic tank l Z Pingxiang Station Domestic wastewater 864 Septic tank Ci Pingxiang Oil contaminated 26 Oil separation, pipeline .igin wastewater air floatins ppeJn Locomotive Depot network I _______ __________________ Domestic wastewater 90 Septic tank I City Liling Station Domestic wastewater 770 Septic tank pipeline network Washing wastewater Adjustment Industrial and oil contaminated 100 and oil discharging = Locomotive wastewater separation ditch - Turnaround Depot Baishi Port e of freight train in = Northern Zhuzhou Domestic wastewater 60 Septic tank Xiangjiang River -s City Zhuzhou Station Domestic wastewater 2000 Septic tank pipeline network NCritty uhc Station Domestic wastewater 2000 Septic tank pipeline Sinetwork | T otal _________________ _________________ 28448 1 1 (2) Investigation and Assessment of Present Status of Railway pollutant sources In this investigation of present status, the combination method shall be adopted in which the routine monitoring data is gathered and the site monitoring is carried out for the selected representative pollutant source. a) Monitoring Situation Monitoring distribution points selected include Nanchang Locomotive Depot, West Xiangtang Garrison Locomotive Turnaround Depot, Nanchang Station, Xiangtang A9 ,r- _ -- At 1; 1a 0 [5 ErHE SECOND RAILWAYS SURVEY & DESIGN INSTITU'E 10 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Station, North Zhuzhou Freight Locomotive Turnaround Depot and some other stations. One monitoring point is set at the general discharge outlet of depot wastewater. Monitoring Item: PH, SS, BOD5, COD, Petroleum Type (oil-contained wastewater), Plant and Animal Oil (domestic wastewater) and LAS (car-washing wastewater). Monitoring Time and Sampling Frequency: It is sampled for three continuous days in a whether condition without rain. An instant sample shall be taken in the morning and afternoon each day, and then analysed. Method of Monitoring Analysis: It shall be conducted according to the related stipulation in "Technical Guidelines on Sample Taking for Water Quality" (GB12999-91), "Quality Standards of Surface-Water Environment" (GB3838-2002) and "Environmental Monitoring Analysis Method' (GB3838-2002). b) Investigation and monitoring result of pollutant source Productive wastewater mainly concentrates in all locomotive depots along the line. The pollutants consist of petroleum-type one, SS, COD and BOD5. Domestic wastewater mainly comes from the productive houses in the stations and depots and the pollutants are mainly SS, COD and BOD5. Please refer to the Table 3.5-2 for monitoring result of current status of wastewater of all main stations and depots. Table 3.5-2 Monitoring Results of Current Water Pollutant Sources Unit: mg/l (except PH) I Item PH CODcr BOD; SS 'lant an( etroleui _te PH CDrnimal 0 Type Discharge 2002.7.2 am 7.32 40.2 23.5 42 i 1.87 outlet of the 9 pm 7.26 63.1 40.7 46 3.26 sewage 7r 2002.7.3 am 7.27 36.1 24.5 35 / 1.13 treatment plant o 0 0 pm 7.63 41.0 21.7 33 / 1.37 at the Nanchang c n 2002.7.3 am 7.90 42.5 25.4 42 / 1.24 Locomotive 1 _ 7.81 45.6 22.3 50 2.03 Depot Mean 7.53 44.75 26.35 41.33 / 1.82 Discharge 2002.7.2 am 6.76 39.5 31.7 36.5 / 2.63 outlet of the M 2 pm 6.94 41.1 32.6 50.5 / 2.43 sewage o 2002.7.2 am 7.28 48.8 29.8 42 / 0.91 treatment plant 'a 3 pm 7.14 36.2 25.1 35 X 1.18 at the West 2 2002.7.2 am 7.14 52.0 32.2 34.5 1.96 Xiangtang 4 pm 6.02 45.8 28.7 28 0.14 Locomotive Turnaround Mean 6.88 43.9 30.02 37.75 / 1.54 Depot Discharge am 7.23 1176.0 782.5 394.5 3.78 / outlet at the 200.8 pm - 7.89 1417.9 807.5 492 7.79 / Nanchang o > 2002.8.4 am 7.44 1223.0 767.5 632 .5.36 / t( in g g :- a q it C6 TilT SECOND RAILWAYS SURVEY k DESIGN INSTITUTE 10 EA Report on Reconstructed Zhojiang-Jiangxi Railway Electrification Speedup Renovation Project . Item . PH CODc r BO Ds SS 'lant anf etroleui Item PH CODcr BODS ~ nimal 0 Type Station pm 7.32 1471.7 856 383 2.49 / 2002.8.5 am 7.39 1088.6 610 288 4.92 / . . Mea pm 7.42 1048.3 605.5 218.5 3.30 / Mean 7.45 1237.58 738.17 401.3 3.86 2002.8.3 am 8.44 692.2 370 250.5 3.78 / D h __ _ prn 7.32 403.2 219 137 7.79 / Discharge o > 2002.8.4 am 7.22 725.8 480 194,5 5.36 outlet at the * 22002.8.4 - ______________________ 2002.8.5 m 7.32 589.6 318.5 243 2.49 / Station 2002.8.5 am 7.33 638.4 334.5 75.5 4.92 / . . Mea pM 7.12 651.8 325.5 102 3.30 / Mean 7.46 616.83 341.25 167.08 4.61 / Discharge 2002.7.22 am 7.11 28.4 22.6 37.5 / 6.20 outlet of the - _ pm 7.23 26.9 21.0 41.0 / 5.24 sewage am 7.35 94.6 35.4 48.0 / 5.41 .2- .2 2002.7.23 treatment plant 2 . prn 7.26 64.6 27.1 69.5 3.82 at the North am 7.37 66.2 41.1 50.0 / 1.78 Zhuzhou 2002.7.24 pm 7.35 61.5 39.4 32.0 2.52 Freight .P.73 15 3. 20 / 25 Turnaround Mean 7.28 57.0 31.1 46.33 / 4.16 Depot Through investigation, please refer to Table 3.5-3 for normal monitoring data on wastewater in stations and depots along the line. Table 3.5-3 Daily Monitoring Data of Sewage from Various Stations and Depots Along the Line Unit: mg/l (Except PH) Item PH CODcr SS Petroleu Volatile LAS I I l l l m Type phenol ____ Shangrao Intake mean 4.8 1452.0 196.5 250 0.46 / Locomotive Depot Outlet mean 7.3 48.1 54.1 0.9 0.2 / Xiangtang Intake mean 6.7 1254.4 1658.0 1342.6 0.82 / Locomotive Depot Outlet mean 7.2 36.0 29.4 2.7 0.06 / West Xiangtang Intake mean / I 1687.5 1376.8 1622.7 9.34 / Locomotive O * * * 2 Turnaround Depot Outlet mean 7.4 38.1 25.5 6.2 0.075 / Pingxiang | Intake mean / 360.2 231.2 199.8 0.12 | Locomotive Depot Outlet mean 7.2 64.38 15.88 1.47 0.034 Yingtan Intake mean / . 545.6 109.4 154.1 1.55 / Locomotive Depot Outlet mean 7.4 85.1 88.9 3.2 0.2 / Nanchang Intake mean 7.6 351.0 57.7 22.4 0.10 / Locomotive Depot Outlet mean 7.1 39.4 31.0 2.2 0.07 / Discharge outlet at the North Nanchang Outlet mean 7.4 2006.2 808.0 910.2 0.78 0.098 Locomotive Depot I 69 M-i Q gg = &3 it PC107 TIIE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 10 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Item PH CODcr SS Petroleu Volatile LAS ___ __~~~ mType phenol _ Discharge outlet at a the Nanchang Outletmean 7.3 131.2 45.5 30.8 0.13 0.185 Locomotive Depotl Repair workshop c) Analysis and assessment on pollutant sources (T Assessment Methods: By way of the results of the investigation and monitoring on the present situation, the exceeding standard multiplication method was used to determine the degree of pollution in the water quality of the sewage from the various work units that release pollutants. The expression for the exceeding the standard is below: Ii=(Ci-Coi)/ Coi In the above equation: Ii: Exceeding standard times of pollutant; Ci: Actual measured pollutant density, (mg/l); Coi: Pollutant discharging standard, (mg/l). ® Analysis and evaluation For the results of the assessment on the monitoring data of the station and depot water quality, please refer to Table 3.5-4. 65) ffi f t - M Vz t~it R 1 0 8 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 10 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.5-4 monitoring result of Water pollutant source in Nanchang Railway Area Unit: mg/l (except PH) Plant Item PH CODcr BOD5 SS Animal etroleun _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O il Class 2 of GB8978-1996; Nanchang "Standard for Locomotive Comprehensive Discharge 6-9 150 60 200 20 10 Depot of Sewage" (unit carrying discharge out construction before outlet of the Dec, 31, 1997) sewage Mean of discharging 7.53 44.75 26.35 41.33 1.82 treatment intensity lI.__ plant Exceeding Standard N N N N / N Times West Class 1 of GB8978-1996; Xiangtang "Standard for Locomotive Comprehensive Discharge 6-9 100 30 70 20 10 Turnaround of Sewage" (unit carrying Depot out construction before discharge Dec, 31, 1997) outlet of the Mean 6.88 43.9 30.02 37.75 1.54 sewage Exceeding Standard N N 0.0007 N N treatment Times007 N plant Tus . Class 3 of GB8978-1996: "Standard for Nanchang Comprehensive Discharge 6-9 500 300 400 100 30 Natnc of Sewage" (unit carrying discharge out construction before olschaget Dec, 31, 1997) outlet Mean 7.45 1237.6 738.2 401.3 3.86 Exceeding Standard N 1.475 0.845 0.003 N / Times Class 3 of GB8978-1996; "Standard for Xiangtang Comprehensive Discharge 6-9 500 300 400 100 30 1 Station of Sewage" (unit carrying Staion out construction before outde Dec, 31, 1997) Mean 7.46 616.8 341.25 167.1 4.61 / Exceeding Standard N 0.234 0.138 N N Tim es _ _ _ _ _ _ _ _ _ _ _ _ _ V-in -- A V iQ it r 9 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 109 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Plant Item PH CODcr 130135 Ss ~and 'etroleuin I t e m P H C O D c r B O D 5 S S A n X m a I ' eAnimal Type Oil North Class I of GB8978-1996; Zhuzhou "Standard for Freight Comprehensive Discharge Turnaround of Sewage" (unit carrying Depot out construction before discharge Dec, 31,1997) outlet of the Mean 7.28 57.0 31.1 46.33 4.16 sewage Exceeding Standard N N N N N treaent Times _ Note: N indicates that the standard has not been exceeded. The environmental monitoring station of the Nanchang Railway Bureau provided the above-mentioned data. Please refer to Table 3.5-5 for the result of assessment on the routine monitoring data of all stations and depots. Table 3.5-5 Statistic on Monitoring Data of Wastewater in Locomotive Depot Along the Line Unit: mg/I (except PH) Item PH CODcr Ss ~~~Petroleu Volatile LA Item PH |m Type phenol LAS Class I of GB8978-1996 "Standard for Comprehensive Discharge of Sewage 6-9 100 70 10 0.5 5.0 " (Units carrying out construction before . Dec 31, 1997) Shangrao Intake mean 4.8 1452.0 196.5 250 0.46 = Locomotive Outlet mean 7.3 48.1 54.1 0.9 0.2 / Depot Outlet Exceeding N N N N N / Standard Times N____ Intake mean 6.7 1254.4 1658.0 1342.6 0.82 / Xiangtang Outlet mean 7.2 36.0 29.4 2.7 0.06 / locomotive depot Outlet Exceeding N N N N N Standard Times Xia.gtang west Intake mean / 1687.5 1376.8 1622.7 9.34 / Xlangtang west Outlet mean 7.4 38.1 25.5 6.2 0.075 locomotive turnaround depot Outlet Exceeding N N N N / tumaround_depot Standard Times N____ Pingxiang Intake mean 360.2 231.2 199.8 0.12 Locomotive Outlet mean 7.25 64.38 15.88 1.47 0.034 Depot Outlet Exceeding N N N N N N Depot__________ Standard Times Class I of GB8978-1996; "Standard for Comprehensive Discharge of Sewage" 6-9 150 200 10 0.5 10 (units carrying out construction before Dec, 31, 1997) _ TEIE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 1 EA Report on Reconstructed Zhejiang-jiangxi Railway Electrification Speedup Renovation Project Item PH CODcr SS Petroleu Volatile LAS m Type phenol 11 Yingtan Intake mean / 545.6 109.4 154.1 1.55 Yicorngtane Outlet mean 7.4 85.1 88.9 3.2 0.2 Locomotive Outlet Exceeding Depot Standard Times N N N N N Nanchang Intake mean 7.6 351.0 57.7 22.4 0.10 / Locomotive Outlet mean 7.1 39.4 31.0 2.2 0.07 / Depot Outlet Exceeding N N N N N / Depot ~Standard Times N__ N___ N___ N___N_ Nanchang Outlet mean 7.4 2006.2 808.0 910.2 0.78 0.098 Locomotive Depot Outlet Exceeding North yard Standard Times N 12.37 3.04 90.02 N N discharge outlet Nanchang Outlet mean 7.3 131.2 45.5 30.8 0.13 0.185 Locomotive Depot Outlet Exceeding N N N 2.1 N N Repair workshop Standard Timnes discharge outlet I I Note: N indicates that the standard has not been exceeded; the environmental monitoring station of Nanchang Railway Bureau provides above-mentioned data. Through evaluation, it can be found: The wastewater quality at the discharge outlet of the sewage treatment plant of the Nanchang Locomotive Depot can meet the class 2 discharging standards of the GB8978-1996; "Standardfor Comprehensive Discharge of Sewage" and the wastewater treatment equipment operates normally. Except for the BOD5 exceeding the standard a little, the wastewater quality at the discharge outlet of the sewage treatment plant at the West Xiangtang Locomotive Turnaround Depot can meet the class 1 discharging standard of GB8978-1996; "Standardfor Comprehensive Discharge of Sewage". At the North Zhuzhou Freight Turnaround Depot sewage treatment plant, the wastewater after the treatment can meets the class 1 discharging standards of the GB8978-1996 "Standard for Comprehensive Discharge of Sewage"; Septic tanks at Nanchang Station and Xiangtang Station has not be cleaned for a long time and incrustation has formed, which affects the discharging water quality, so the discharge outlet quality can not meet the class 3 discharging standard in GB8978-1996 "Standardfor Comprehensive Discharge of Sewage"; If the septic tanks are cleaned in time and the management is enhanced, from the secular monitoring data of station wastewater quality, it can be seen that the water quality at such discharging outlet can meet Class 3 discharging standard in GB8978-1996 "Standard for Comprehensive Discharge of Sewage". From secular monitoring data at the Yingtan Locomotive Depot, Shangrao Locomotive Depot, West Xiangtang Locomotive Turnaround Depot and etc., it can be found that sewage discharge outlet quality can meet corresponding standards and requirements. 4) Assessment of the present status of surface water This assessment is carried out for the wastewater discharged into the surface water from all stations and depots. kig K K & S iQ t VA THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project (1) General status of receiving bodies of water There is a newly increased pollutant source, North Zhuzhou Freight Turnaround Depot in Zhuzhou railway zone with 100m3/d in water discharging amount. There is an industrial discharging ditch outside of the section, which is about 50m away from North Zhuzhou Freight Turnaround Depot sewage treatment plant. After treatment, sewage in North Zhuzhou Freight Turnaround Depot flows into the industrial discharging ditch, then to Baishi Port about 1.5Km away and to Xiangjiang River about 2Km away. Width of Baishi Port is 20m and depth of water is about 2m. (2) Monitoring over present status of receiving body of water (I Distribution of monitoring points: One monitoring point shall be set up at location of 100m upstream and one at location of 200m downstream of the sewage discharge outlet of Baishi Port. (:) Monitoring items: PH, COD, BOD5 and petroleum type. Carry out flow measurements at same time of the sampling. (a) Monitoring time and sampling times: Take samples for three consecutive days without rain. Carry out daily analysis one time in the morning and one time in the afternoon and mix the samples for analysis. (Mixing sample data from instant sample is required for 1OD5). (A) Monitoring analysis method In accordance with the related standard in "Technical Guidelines on Sample Taking for Water Quality" (GB 12999-91), "Quality Standards of Surface-Water Environment" (GB3838-2002) and "Environmental Monitoring Analysis Method". Analysis methods: Monitoring and analyzing methods are listed below: Table 3.5-6 Analysis Method on All Monitoring Items Monitoring Factor Monitoring Method Basis of the Method PH Glass electrode method GB6920-86 COD Potassium bichromate luminosity method BOD5 Dilution and vaccination GB7488-87 Petroleum Type Infrared spectrophotography GB/T 16488-1996 (®) Monitoring result: * ; = ldJ V a it R 1 2 TIIE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 11 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project For the monitoring results, please refer to Table 3.5-7. Table 3.5-7 Monitoring and Evaluation Result on Water Quality of Baishi Port tem PH .CODcr BOD5 Petroleum Flow Item PH (mg/I) (mg/I) Type(mg/l) rate (m3/h) Category 4 of the "Quality Standards of Surface-Water 6-9 30 6 0.5 Environment" GB3838-2002 Upper 6.52 52.2 5.0 1.76 2002.7.22 reaches Q Lower 6.78 26.9 6.2 0.86 t = reaches c. ;. Upper 7.14 77.2 2.5 0.33 ~ 2002723 reaches___ < o 2002.7.23 rLocwheers 7.19 61.4 5.2 o.11 reaches 2 Upper 6.87 83.6 2.0 0.67 2002.7.24 reaches Lower 6.87 36.3 4.3 0.40 ____ ____ ____ reaches _ _ _ _ _ Mean 6.90 56.27 4.2 0.69 405 Exceeding Standard Times N 0.88 N 0.38 Note: N indicates that the standard has not been exceeded. The above-mentioned data is provided by environmental monitoring station of the Nanchang Railway Bureau. (3) Assessment on the present situation Evaluation on the water quality of aquatic environment at Baishi Port shall be carried out by the method of exceeding standard times. For exceeding standard times method, please refer to Table 3.5-7. From the data in the table, it can be found that the Baishi Port cannot meet the requirements of category IV in GB3838-2002: "Quality Standards of Surface-Water Environment". CODcr and petroleum type pollutants exceed the standards by 0.88 times and 0.38 times respectively. 3.6 Ambient Air Quality Routine statistical monitoring data shall be mainly adopted to carry out the investigation and assessment for the data of ambient air of the cities and towns along the line. 1) Survey data of the air quality along the line Vk- ip- S = m V iQt 3t 1 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 11 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project (1) Jinhua City Table 3.6-1 Statistical Data of the Environmental Air Monitoring in Jinhua City Unit:mg/Nm3 Item TSP SO2 NO,, PH 2000 Average Annual 0.145 0.011 0.031 5.00 Density 2001 Average Annual 0.146 0.013 0.029 4.98 Density Class 2 Standard (Average 0.20 0.06 0.0 Annual Density) 0.0_.0I00 The air pollution in the Jinhua Region is a mixed type of pollution that comes from the single coal burning type pollution and tail gas of vehicles. The main source of pollution comes from the smoke exhaust in burning coal and the tail gas of automobiles. It can be learned from the above table that the current condition of the ambient air in the Jinhua Region can satisfy the class 2 standards of the "Ambient Air Quality Standards" (GB3095-1996). However, the acidity of rainfall is continuously increasing, the rate of acid rain has been continuously growing higher and the polluted zones from acid rain have been continuously expanding; the area is a national acid rain control area. (2) Shangrao City Table 3.6-2 Statistical Data of Environmental Air Monitoring in Shangrao City Unit:mg/Nm3 Item TSP SO2 NO,, PH Average Annual 0.337 0.03 0.057 5.31 2000 Density Average Daily 0.014- 1.55 0.02-0.047 0.033'-0.077 4.3 1-5.91 Density_ _ __ _ _ Class 2 Standard (Average 0.20 0.06 0.05 Annual Density) _ 11 Class 2 Standard (Average 0.30 0.15 0.10 Daily Density) I I The average annual density of TSP and NOy in the ambient air in the Shangrao Region exceeds the standards. The average annual density of SO2 meets the standards. The average daily density of SO2 and NO, meet the class 1 standards of the "Ambient Air Quality Standards" (GB3095-1996). The average daily density of TSP exceeds the class 2 standards of the "Ambient Air Quality Standards " (GB3095-1996). This data indicates that the main air pollutants are TSP and NO,, and that NO, has already surpassed SO2 and become the major pollutant. The TSP pollution is still severe. 6 A) t in M - b MS i£~ it- l114 THF SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 11 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project (3) Pingxiang City Table 3.6-3 Statistical Data of the Environmental Air Monitoring in Pingxiang City Unit:mg/Nm3 Item TSP SO2 NO, PH The 1st quarter 0.284 0.042 0.025 Average Daily The 2nJ quarter 0.260 0.038 0.038 2000 Density The 3rd quarter 0.241 0.019 0.026 The 4th quarter 0.231 0.024 0.033 l______ Average Annual Density 0.254 0.031 0.030 4.70 Class 2 Standard (Average Annual 0.20 0.06 0.05 Density)__ _ _ _ _ _ _ _ _ _ Class 2 Standard (Average Daily Density) 0.30 0.15 0.10 The air pollution in Pingxiang is a mixed type of pollution with smoke exhaust from coal burning and tail gas from vehicles. It can be learned from the above table that the TSP in the ambient air in the Pingxiang Region exceeds the standards and that SO2 and NOx both meet the standards and the amount of pollutants show a decreasing trend. The main type of air pollution in the area is TSP and there is serious pollution from acid rain, which inosculates with oil burning and coal burning as the main type of air pollution. (4) Nanchang City Table 3.6-4 Statistical Data of the Environmental Air Monitoring in Nanchang City Unit: mg/Nm3 Item TSP SO2 NO,, PH 1996 Average Daily Density 0.207 0.084 0.026 4.52 per Year 1997 Average Daily Density 0.178 0.057 0.032 4.33 per Year 1998 Average Daily Density 014 005 009 44 2000 Average Daily Density 0.193 0.049 0.043 Class 2 Standard (Average Daily 0.20 0.06 0.05 Density per Year) 0?20_0_06_____ The air pollution in the Nanchang Region is coal burning type pollution that mainly comes from smoke exhaust of industrial enterprises that burn coal. It can be learned from the above table that the TSP in the ambient air of the city zone is close to the class 2 standards of the "Ambient Air Quality Standards" (GB3095-1996). SO2 basically satisfies the class 2 standards of the "Ambient Air Quality Standards" (GB3095-1996) aD fig M g --- A if iTt 5 THE SECOND KAILWAYS SURVEY & DESIGN INSTITUTE 11 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project and have been gradually decreasing each year. NO, satisfies the class 2 standards of the "Ambient Air Quality Standards" (GB3095-1996) and has been gradually on the rise each year. This data shows that the adjustments in the structure of the energy sources in Nanchang city have already produced some effects but the discharge amount of tail gas from automobiles continues to increase which aggravates air pollution. At the same time, the acidity of rainfall, acid rain ratios and pollution from acid rain are still fairly serious and the area is a national acid rain control area. (5) Yingtan City Table 3.6-5 Statistical Data of the Environmental Air Monitoring in Yingtan City Unit:mg/Nm3 Item | TSP | S02 | NO,, l 2000 Average Daily 0.292 0.052 0.035 l Density per Year Class 2 Standard (Average Daily 0.20 0.06 0.05 Density per Year) The air pollution in Yingtan City is coal burning type pollution. The pollution mainly comes from the smoke exhaust of coal burning industrial enterprises. It can be learned from the above table that the TSP in the ambient air of the area exceeds the limits, which also shows that the air pollution in the area is mainly TSP. The pollution from acid rain is serious and the area is a national acid rain control area. (6) Zhuzhou City Table 3.6-6 Statistical Data of the Environmental Air Monitoring in Zhuzhou City Unit: mg/Nm3 Item TSP SO2 NO,, 2000 Average Daily 0.178 0.058 0.039 DLeDensity per Year 0 Class 2 Standard (Average Daily 0.20 0.06 0.05 Density per Year) I I Ambient air quality at Zhuzhou Junction reaches the class 2 standards in the "Ambient Air Quality Standards" (GB3095-1996) but the TSP and SO2 barely meet the standards. This shows that the air pollution in the area is mainly TSP and SO2. The area is a national acid rain control area. 2) Situation of railway pollutant discharge Q6 TIlE SEO R -'E & D i NST 1 16 TIIE SECOND RAII.WAYS SURVEY h DESIGN [NSTITUI'E16 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Refer to Table 3.6-7 for the situation of pollutant discharge from traction locomotives. Refer to Table 3.6-8 for the situation of pollutant discharge from shunting locomotives. Refer to Table 3.6-9 for the discharge volume of boiler pollutant. Table 3.6-7 Discharge of Pollutants from Traction Locomotives in the Various Sections Unit: t/a Section Oil Smoke S02 NOx CO Consumption Bailutang to East Jinhua 45504 691.7 145.6 864.6 323.1 EastJinhuatoQuzhou 21602 328.4 68.1 410.4 153.4 Quzhou to Xintangbian 13866 210.8 44.4 263.4 98.4 Xintangbian to Shangrao 17069 259.4 54.6 324.3 121.2 Shangrao to Guixi 23399 355.6 74.9 444.6 166.1 East Yingtan to West Xiangtang 40065 609.0 128.2 761.2 284.5 West Xiangtang to Zhangjiashan 16892 256.8 54.0 320.9 119.9 Zhangjiashan to Xinyu 17290 262.8 55.3 328.5 122.8 Xinyu to Pingxiang 31337 476.3 100.3 595.4 222.5 Pingxiang to East Liling 8544 129.9 27.3 162.3 60.7 East Liling to Zhuzhou 10703 162.7 34.2 203.4 76.0 Total 246271 3743.5 787.9 4679.0 1748.6 Table 3.6-7 Discharge of Pollutants from Shunting Locomotives at Each Station Along the line Unit: t/a Number of Model Oil Discharge of Pollutants Locomotives Consumption Smoke SO2 NOx CO Yiwu I DF5 220.7 3.4 0.7 4.2 1.6 EastJinhua 3 DF5,DF7 662.1 11.2 2.1 12.6 4.8 Jinhua 2 DF5 441.4 6.8 1.4 8.2 3.2 Quzhou 1 DF5 220.7 3.4 0.7 4.2 1.6 Jiangshan I DF5 220.7 3.4 0.7 4.2 1.6 Shangrao 2 DF5 441.4 6.8 1.4 8.2 3.2 East Yiyang 2 DF5 441.4 6.8 1.4 8.2 3.2 Guixi I DF5 220.7 3.4 0.7 4.2 1.6 North Guixi I DF5 220.7 3.4 0.7 4.2 1.6 EastYingtan 7 DF7 1544.9 23.8 4.9 29.4 11.2 West Xiangtang 15 DF5, DF7 3310.5 51.0 10.5 63.0 24. 0 Fengcheng I DF5 220.7 3.4 0.7 4.2 1.6 Zhangshu 1 DF5 220.7 3.4 0.7 4.2 1.6 Zhangjiashan 2 DF5 441.4 6.8 1.4 8.2 3.2 > THE SEN R a DES ISitUT 117 W THE SECOND RAILWAYS SURVEY & DESIGN INS'rlTUTE1 7 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Station 7 Number of Model Oil Discharge of Pollutan ts Locomotives Consumption Smoke SO2 NOx CO Xinyu 2 DF5 441.4 6.8 1.4 8.2 3.2 Fenyi I DF5 220.7 3.4 0.7 4.2 1.6 Yichun I DF5 220.7 3.4 0.7 4.2 1.6 Quanjiang I DF5 220.7 3.4 0.7 4.2 1.6 Pingxiang 3 DF5, DF7 662.1 11.2 2.1 12.6 4.8 East Liling I DF5 220.7 3.4 0.7 4.2 1.6 Total 25 8828 138.0 28 167.0 64. _ _ _ _ _ _ _ _ _ _ _~~~~ I_ _ I _I 0 Table 3.6-8 Discharge of Air Pollutants from Boilers Unit: t/a Station Model Coal Smoke S02 NOx CO Consumption Dust Jinhua locomotive Horizontal-type 320 1.4 6.6 3.9 15.9 depot KZL4-13 ___ Shangrao Horizontal-type 1500 4.1 26.9 18.3 45.6 Locomotive Depot KZL4-13, KZL I-8 150 Yingtan Horizontal-type 1019 1.8 3.5 12.4 12.6 Locomotive Depot KZL4-13 _______ ___ Yingtan Station KZLI-8 450 1.8 6.6 5.5 5.6 Nanchang Horizontal-type 2000 1.0 2.0 24.3 24.8 Locomotive Depot KZL4- 13 l Xiangtang Horizontal-type 1326 1.5 27.2 16.1 16.4 locomotive depot KZL4-13___ Pingxiang Horizontal-type 1000 1.8 26.4 16.6 32.3 Locomotive Depot KZL4-13 Xinyu train KZLI-8 220 0.3 4.1 2.8 10.6 operation depot Xinyu Electric KZLI-8 230 2.3 4.7 2.8 13.7 Locomotive Depot Zhuzhou Horizontal-type 1184 8.9 20.1 14.4 14.7 locomotive depot KZL4-13 ___________ Zhuzhou Station KZLI-8 1424 9.5 22.8 17.3 17.7 Total 10673 34.4 150.9 134.4 209.9 From the discharge of pollutants from existing railway pollution source, it can be found that major floating source is diesel locomotive, and pollutants are smoke dust and NO,; the fixed source is mainly burning coal and the relevant pollutant discharge is comparatively small. 3.7 Electromagnetic Environment 1) Investigation on present status of television reception According to the site investigation, all residents along the line are gathered in the towns and near the stations. Effective closed circuit of telecommunication or optical fiber 6 Z) I S % - gh v *£ il- R 118 TIfl SECOND RAILWAYS SURVEY A DESIGN INST'ITUTE 11 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project transmission has been realized in town and residential areas in the countryside through the "Village Linkup Project". In order to understand the present status of television signal field intensity in the area along the line, 11 representative residential areas were selected to measure TV signal field intensity based on the principle of "taking points as primary factor and combining points and lines". Details are listed in Table 3.7-1. Table 3.7-1 General Situation of TV Reception in Sensitive Spots No. Name . SensitiveSpot MilPercentage Closest Distance Away from with Cable TV the Outside Track (m) 1 Zhujiata of Linpu Village K40 + 000 85 % 15 2 Pujiang Xiali Village K 104+000 70% 15 Yiwu Xiuhu Residential K131-650 80% 20 Area 4 Longyou Shitagang K230+350 90 % 20 Residential Area Shanchuan Residential Area K301+600 80 30 in Jiangshan City Shangrao Minzhu Village 10 (away from the enclosed 6 (Newly built Shangrao K384+350 80% wall of traction transformer Traction Substation) substation) 7 Shangrao Wusan Residential K382+500 90% Area K382 +_500_90___15 8 Yiyang Wangjiashan Village K443+300 90% 30 9 Xinyu Shuixi Tonglin K730+000 90% 20 __ _ V illage _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 10 Luxi Town North Lingyun K839+450 95 % 30 Road Residential Area of Qingshan Coal Mine K866.350_ _ ___25 Note: In the above table, temporary residents that have not hooked to Cable TV shall be considered. Percentage of long-term residents with Cable TV 50m away from the line reaches 90% or more. 2) Monitoring on present status (1) Monitoring on present status of TV reception a) Monitoring contents: TV signal field intensity and field intensity of background radio noise. b) Monitoring time: Monitoring time is selected at noon (12:00-15:00) and in the evening (17:00-2 1:00), when there are numerous TV programs. c) Monitoring frequency: TV signal field intensity measures the image carrier frequencies of all TV channels. One frequency point near signal frequency range of each TV channel is selected to measure of field intensity of background radio noise. f+in ;A -_ gjj _lz ia ~t T 11 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 119 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project d) Monitoring instrument and method Monitoring instrument: HP8591E frequency spectrometer and assorted antennas. Monitoring method: With horizontal polarization, point antenna at 2m-height to the direction with maximum reception of signal field intensity. Bandwidth resolution of the frequency spectrometer is set as 120KHz. Measure frequency spectrum on all TV channel frequency bands, record value of image carrier frequency and noise rating of background radio, and save measured frequency spectrum in the EMS memory of HP8591E frequency spectrometer. e) Monitoring results Table 3.7-2 Present Status of Value of TV Signal, Radio Noise Field Intensity and Signal-to-noise Ratio Storage No. Carrier Signal Field Background No. Measuring Channel of frequency Frequency Intensity (dB Field Intensity Signal-to-nois Point spectrum (MHz) 11 v/m) (dB il v/n) ratio (dB) 2 21 57.75 46 18 28 4 22 77.25 60 10 501 Zhujiata 6 23 168.25 56 14 42 1 I Village of 11 24 208.25 50 11 391 Linpu 22 25 543.25 64 18 461 28 26 631.25 48 17 31 43 27 751.25 66 19 47 2 28 57.75 49 9 401 6 29 168.25 47 11 351 2 iali Villag 10 30 200.25 47 12 361 of Pujiang 14 31 479.25 44 16 28 38 32 711.25 42 16 26 2 33 57.75 47 14 33 4 34 77.75 60 * 22 381 Yiwu Xiuhu 7 35 176.25 93 * 28 651 3 Residential Area 13 36 471.25 66 32 34 21 37 535.25 93 * 44 491 36 38 695.25 93 * 44 49v Longyou 2 39 57.25 60 * 10 50 v 4 Shitagang 8 40 184.25 59 * 15 401 Residential 10 41 200.25 47 13 34 Area 38 42 711.25 78* 14 54v 4 43 77.25 69 * 13 561 Shanchuan 12 44 216.25 87 * 35 521 5 Residential 8 45 184.25 47 15 32 Area in Jiangshan City 22 46 543.25 39 16 27 __________ 31 47 655.25 50 16 34 6s) 7: H- F =oit1 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 12 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Measuring Storage No. Carrier Signal Field Background Signal-to-noise No. Point Channel of frequency Frequency Intensity (dB Field Intensity ratio (dB) _ __________ spectrum (MHz) 1i v/m) (dB i v/rm) ratio(dB) Shangrao 6 Wesnt 7 51 176.25 64* 14 511 Area Yiyang 3 52 65.65 50 6 46v 7 Wangjiashan Village 12 -1 216.25 68 * 19 49 2 -2 57.75 59 * 10 491 8 Shuixi Tonglin 9 -3 192.25 52 16 36 v 12 -4 216.25 60* 17 431 2 -5 57.75 53 9 44v Lingyun North 3 -6 65.65 48 7 41 v Town 4 -7 77.25 52 7 451 5 -8 85.25 53 9 441 Residential 3 1 65.65 30 6 24 10 Area of the 2 77.25 26 6-16 20-10 Qingshan Coal Mine 5 3 85.65 27 6-17 20-10 Note: " V"shows that signal-to-noise ratio is more than 35dB. " * "shows that signal field intensity reaches the available nominal field intensity specified by Ministry of Broadcast and Film. 2) Analogue monitoring of traction substations (1) Main equipment and analogue specification of traction substation The monitoring traction transformer station is an AT Traction Substation, which has two 110Kv transformers, four two-way ascending-descending AT transformers and six circuit beakers. These analogue-monitoring results can also explain the situation of the direct-supply traction substations because direct-supply traction substations merely do not have AT transformers but all the other conditions are the same. Effect on electromagnetic environment of other equipment will not exceed that of traction substations as the switching substations and sectionalizing posts do not have step-down transformers. (2) Monitoring contents and used instrument: a) Monitoring on the field intensity of electromagnetic radiation Instrument used for measuring electric-field intensity: HP859 1 frequency spectrometer (9KHz-1000 MHz), and ESH2 interference measuring apparatus (9 KHz-30 MHz). b) Monitoring on power density of electromagnetic radiation 6 I W = & - t it R 2 ® THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 12 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Instrument used for measuring power density: EMR300 radiometer (0.1-3000 MHz) c) Monitoring on power frequency magnetic field Instrument used for measuring power frequency magnetic induction intensity: KeyteK Gauss meter. (3) Measuring location and monitoring method: a) Monitoring on field intensity of electromagnetic radiation Please refer to Table 3.7-1 for the measurement locations. The distance between the antenna and projection of the HV feeder line of the 1 1OKv transformer is 25m. The antenna is set at the height of 2m with horizontal polarization. The Maximum reception direction is that of feeder line. F_AT< Wall 11} A AE Measuring Diagram 3.7-1 Site Plan for Electromagnetic Radiation Monitoring Points CO Used frequency spectrometer for monitoring Bandwidth resolution of the frequency spectrometer is 120KHz. The monitoring frequency bands were: 0.15-30MHz, 30-300MHz and 200-1000 MHz, and measured frequency spectrum was saved in EMS memory of frequency spectrometer of the HP8591E. (®) Used ESH2 interference measuring apparatus for monitoring Detection on quasi-peak value was adopted and the monitoring frequency was 0.5MHz ("Monitoring Methods for Interference of High voltage Overhead Transmission Lines and Radio of Substation" (GB7349-87) prescribes 0.5MHz as the reference survey frequency). Firm maximum values were recorded. b) Monitoring on power density of electromagnetic radiation Two points are set up on the edge of the enclosing wall of the substations (they are 5m away from 11OKv transformers and AT transformer). Point 3 is set at the location 0.5m away from monitoring equipment in the machine room. Distance between ground D KMA m --- a q it 1t %1~2 THE SECOND RAILWAYS SURVEY A DESI.N INSTIT'UTE 12 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project surface and instrument probe is 1.5m. Instant mode and average mode are adopted for instrument (6 minutes average). c) Monitoring on the industrial frequency of the magnetic field (X) Near I OKv transformers Five measuring points are set up separately at Om, 5 m, 10 m, 15 m and 20 m away from projection of the primary HV feeder line of the 11OKv transformer within the enclosing wall of substation (distance between feeder line and ground surface is about l Om). Measuring height at all measuring points is 2m except the measuring point at Om, which is measured at 0.3m, I m and 2m. Maximum value is recorded. © Near AT transformers Two measuring points are set up at Im and 5m away from the AT transformers within the enclosing wall of substation (distance between instrument probe and ground surface is about 1.5m). Maximum value is recorded. Q) Near feeder line breakers One measuring point is set at Im away from feeder line breaker (distance between instrument probe and ground surface is about 1.5m). Maximum value is recorded. (4) Monitoring result and analysis: a) Monitoring on field intensity of electromagnetic radiation (O Frequency spectrum of electromagnetic radiation in traction substation For monitoring result of frequency spectrometer, please refer to Diagram 4.5-1, Diagram 3.2-2, Diagram 3.7-3 and Diagram 3.7-5. FF 1 g3 5FETS2F.J1v1 Cc ) - =- 1 ~~~~~~~~~~~~o w X n f_. 3 tI -1 H3klRI-H Diagram3.7-2 Frequency Spectrum of 30-300MHz THE SECOND RAILWAYS SU Y X DIGq i S 1 2RI THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 123 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project E=F 1 = 5FC _T12F- C c4 o- 1 I Diagram3.7-3 Frequency Spectrum of 200-100OMHz F~EF 7~ E! F'EC(TF!LJr- C ) No-1o FRF_ 1~ 715 F=H FL3 rF JrI JI z E3I H Diagram 3.7-4 Frequency Spectrum of 0.15-30MHz F!EF 7F Q F' F -C T F LJ1 C c l ) k8 _ 1 5 r-it--i 3 MHz-I Diagram3.7-5 Frequency Spectrum of 0.15-3MHz From Diagram 3.7-2 and Diagram 3.7-3, it can be found that there are no electromagnetism interference frequency spectrum quantities in the traction substation with frequency bands over 30MHz because the electromagnetism interference frequency spectrum in traction substations is continuous and not an independent spectral line. The spectral lines in Diagram 3.7-2 and Diagram 3.7-3 are the signal frequency spectrums of FM broadcasting, telecasting and communication; this has been proved by voice-frequency monitoring after demodulation during the actual ts fi f -_ Vi 4 a it 14 ® THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 12 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project measurements. There is almost no separate quantity of electromagnetism interference frequency spectrum in traction substations of actual measured frequency band over 30Mhz, which is in consistent with the instruction of the relevant literature at home and abroad. Diagram 3.7-4 is the frequency band below 30 MHz. From this diagram, it can be found that, over 1.5MHz, there are no quantities of the electromagnetism interference frequency spectrum of traction substation except for signal frequency spectrums of short-wave broadcasting and communication. When it is lower than 1.5MHz, there is a frequency band, which is the electromagnetic interference frequency spectrum of the traction substations. Diagram 3.7-5 is a partial broadening of the frequency band. Continuous noise is found in voice monitoring after demodulation of this frequency band. (X) Interference level value of reference frequency Measured value is 47dB ii v/m at 0.5MHz reference frequency with the adoption of ESH2 interference measuring apparatus, which meets the 46dB 1t v/m regulation in "Limits for Radio Interference Effects of High voltage Overhead Power Transmission Lines" (GB15707-1995). b) Monitoring on power density of electromagnetic radiation EMR300 radiometer produced by Wandel & Goltermann Company in Germany and No.8 probe were adopted. The monitoring frequency range shall be IOOKHz-3GHz and an instrument range 0.0027-1700W/M2. It meets the requirement in the "Guideline on Management of Radioactive Environment Protection Electromagnetic Radiation Monitoring Instrument and Methods" (HJ/T10.2-96). Electromagnetic radiation cannot be found in the monitoring results from all the monitoring points. It means that electromagnetic radiation of traction substation is too weak to be measured by the instrument. The effect on human health meets the regulations in the "Regulations for Electromagnetic Radiation Protection"(GB 8702-88). c) Magnetic field monitoring For monitoring result, please refer to Table 3.7-3. Table 3.7-4 monitoring results of Magnetic Fields Near 11OKv Transformer Near AT Transformer Near Feeder Circuit Breaker Location of Monitored Location of Monitored Location Monitored the Values the Values the Values Monitoring (mG) Monitoring (mG) Monitoring (mG) Point Point (m)Point 20m/2m 0.4 Sm/1 .5m 0.7 lm/1.5m 51 15m/2m 0.5 Im/1.5m 6.0 1Om/2m 1.7 5ml2m 4.4 .___________.__________ ______ aD~~~ K i :g t 1t 15 ® THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 12 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Near 11OKv Transformer Near AT Transformer Near Feeder Circuit Breaker Location of Monitored Location of Monitored Location of Monitored the Values the Values the Values Monitoring nG) Monitoring nG) Monitoring (G Point ( Point (mG) Point (Vle Om/2m 11.2 Om/Im 7.1 Om/0.3m 5.0_ _ Note: the numbers at the left of "!" are horizontal distances, while those at the right of "/" are height to ground surface. d) Analysis on the monitoring results 0 There are no quantities of electromagnetism interference frequency spectrum in traction substation in frequency band over 30MHz. Electromagnetic radiation energy of the traction substation is distributed in frequency bands lower than 1.5MHz. ( Frequency bands of broadcast television are higher than 45MHz so that residents near traction substation will not be affected by electromagnetic interference of traction substation while watching TV. ( Electromagnetic radiation power density of the frequency bands of the traction substations in the 1OOKHz-3GHz frequency band is weak. According to the "Regulations for Electromagnetic Radiation Protection" (GB8702-88), electromagnetic radiation produced by frequency bands shall not be harmful to the health of residents nearby. (A) Magnetic field intensity of the power frequency is less than 5mG when the distance to main equipment of traction substation (1OKv transformer and AT transformer) is less than 5m. This value is less than the requirement of induction limits, 22 il T (220mG) at 50HZ, in the solicitation for suggestions of national standards draft. Therefore, the power frequency of the magnetic field of the traction substations will not be harmful to residents nearby. ( Voltage supplied by traction substations to the electrified railway is 27.5Kv and the height of the voltage lead-out rack is the same as that of overhead contact system (OCS). From calculation and actual measurement, it can be found that power frequency intensity is about 1.3Kv/m for overhead contact system (OCS) at human height, which is lower than the requirement of 4Kv/m for limited values on lead-outs in solicitation for suggestions of international standards draft. The high voltage electric network lead-in work of the traction substations belongs to the electric departments and the environmental problems produced by the works shall be solved within the range of the work. 3) Assessment on electromagnetic environment Frequency modulation is adopted in TV sound and is not easy to be affected. The ICA D iW SUR V a D iNSi 126 TIIE SFCOND RAII.WAYS SURVEY & DESMGN INSTITU1'E12 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project effects on image signals with amplitude modulation system were mainly taken into consideration. The five-level damage system recommended by the Consultative Committee on International Radio (CCIR) was adopted to judge the degree of effects on TV images: 5 points mean the effects are unperceivable; 4 point means perceivable but not irritating; 3 points mean a little irritating; 2 points mean irritating; and 1 point mean really irritating. 3 points or over are normal viewing conditions. Based on the results of the research on the effects on TV by electrified railways, it can be found that when the value of the signal-to-noise ratio (SNR) (D/U) exceeds 35dB, the TV screen can reach 3points or more, i.e., degree for normal viewing. According to the regulation in clause 14.3.3 of "Coverage Net Manual" issued by Ministry of Broadcast and Film, the standard field intensity for V frequency band in service zones is 57dB and U frequency band is 67dB. During the evaluation on the quality of TV reception, the most important thing is to judge whether the TV signal meets the standard value for field intensity in the service zones regulated by Ministry of Broadcast and Film. The results obtained from the monitoring data are in the following table: Table 3.7-4 Monitoring Result of Current Status of Receiving Situation in Sensitive Residential Areas of TV Reception S Signal Field Signal Field Signal Field Intensity and Intensity shall SinlFed Intensity and Monito .Intensity shall not ring signal-to-noise reach requirement reach requirement signal-to-noise Measuring Point channel ratio (SNR) Signal-to-noise signal-to-noise ratio (SNR) number shall reach ratio (SNR) shall ratio (SNR) reach shall not requirement not reach reach . ~~requirement requirement requirement I ~~~0 4 2 Pujiang Xiali 5 0 3 2 Village ____ Yiwu Xiuhu Residential Area 6 2 Longyou Shitagang 4 3 0 0 I Residential Area Shanchuan Residential Area 5 2 0 0 3 in Jiangshan City Shangrao Wusan I I O O O Residential Area Shangrao Minzhu 3 2 0 0 1 Village Yiyang Wangjiashan 2 1 0 1 0 Village Shuixi Tonglin 3 2 0 1 0 Village I_I_I Luxi Town North 4 0 0 4 0 Lingyun Road . ® iE S RLA SE D iNtI 12 THE SECOND RAILWAYS SURVEY h DESIGN INSTITUrTE12 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Signal Field Signal Field Signal Field Signal Field Intensity and Intensity shall Intensity shall not ensity and ring signal-to-noise reach requirement r signal-to-noise Measuring Point rig ratio (SNR) Signal-to-noise sigal-to-noisemn shallo SNot chaner l shall reach ratio (SNR) shall ratio (SNR) reach sa not number requirement not reach rqient reach ___________ rquremntrequirement requirement Residential Area of the Qingshan 3 0 0 0 3 Coal Mine Total 43 16 0 13 14 It can be seen from the above table 3.7-4: (1) Among the monitored 43 channels, 16 ones reaches the value of nominal usable field strength of service area, stipulated by Ministry of Broadcast and Film and also meet the requirement of more than 35dB for signal-to-noise ratio. (2) There is no such channel for which the television field intensity meets requirement but signal-to-noise ratio (SNR) is less than 35dB. (3) There are 13 such channels for which the television field intensity does not meet requirement but signal-to-noise ratio (SNR) is more than 35dB. (4) There are 13 channels for which neither television field intensity nor signal-to-noise ratio (SNR) meets requirement. 4) Summary It has been monitored of 16 channels in 43 channels of 11 electromagnet sensitive receptors and the monitoring results meet the value of nominal usable field intensity in service zone, which is stipulated by Ministry of Broadcast and Film, and at the same time, satisfy the requirement that signal-to-noise ratio shall be more than 35dB. In accordance with the investigation, and through "Village Linkup Project Produced by Ministry of Broadcast and Film of China, effective closed-circuit of telecommunication signal or optical fiber transmission have basically realized in cities and towns and village residential areas within the 40m range of this project. 3.8 Underground water resources Main types of underground water along the line are as below: I) Flood plain and terrace in class one, such as the bank terraces of Puyangjiang River, Dongyangjiang River, Qujiang River, Xinjiang River, Ganjiang River, Yuanshui River, Lushui River, etc, are generally 2 to 7m higher than the riverbed. Surface is generally an alluvial deposit of 2 to lOm in thickness, which is fine water-bearing layer with components of sand clay, sandy soil and cobble. Vi Q i _8 A ? ir if 1 ® THE SECOND RAILWAYS SURVEY & DESIGN INSTITUll: 12 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Underground water is supplied by air precipitation and surface water. Flat land contour is convenient for supply and storage of underground water. Furthermore, the distribution range of the water-bearing layer is extensive so the value of interstitial water is rich. 2) High terrace areas are mainly in class two and class three, which are distributed along the two sides of the rivers. Terraces are 10 to 25m higher than the riverbed, which is mainly base terrace. Upper part of the formations is light brown and reddish brown sand clay and the lower part grit soil. Bedrocks are mainly Cretaceous system silt formation. Geological conditions are not convenient for storage and supply of underground water. The quantity of water is limited and water levels fluctuate largely in different seasons. 3) Valleys in hills are mainly distributed in the zone of the water shed and in areas far away from the rivers, which is common between Luxi and Zhuzhou. Valleys mainly have directivity with several kilometers in length and ten meters to hundreds of meters in width. Surface capping is mainly alluvial deposit and diluvium. Rock characteristics are sand clay, small to medium sized sand with gravel. The subterrain is granite, cleaving stone and limestone. There is a certain amount of interstitial water in this area, but there is not enough or a steady supply source because of the weak connectedness and permeability of the water-bearing layer of interstitial water. However, there is a rich amount of crevice water and karst water of bedrock in the fault zones and karst developing belts. 4) There is few hill slope area along the line. The section that belongs to such contour along the line is scarce. The ground water is mainly crevice water of bedrock that is not quite abundant. 3.9 Engineering geology There are many types of stratum layers along the line. The oldest stratum layer is the Proterozoic Banxi Group (Ptbn). Except for the stratum layer of Siluric System, other stratum layers are exposed, with the Quaternary System as the primary layer. The coverage percentage of Quaternary along the line is over 70%. According to the "China Earthquake Parameter Plot Plan" (GB 18306-2001), the peak value of acceleration in earthquake motion in Hangzhou to Zhuji section and the Jinxian to Xiangtang to Nanchang section is 0.05g, while that in other areas is lower than 0.05g. The characteristics cycle of ground shock response spectrum for the entire line is 0.35s. 3.10 Unfavorable geology Unfavorable geology of the line includes bedding, karst collapse, riverbank erosion, falling stones of crag, artificial caves and holes, etc. Special rock soil includes soft soil and expansive soil. a6) 5i fl g -- Mb IV129 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 3.11 Soil and water loss 1) Soil and water loss area along the Railway The section of the Railway in Zhejiang Province chiefly traverses the south of the Northern Zhejiang Plain and the hilly region of the Central Zhejiang Basin, which belong to Qiantang River water system within the scope of the Mid-and-Lower Changjiang River Plain and the Southern Changjiang Mountainous and Hilly Region, where develops red soil, yellow soil and paddy soil. The Railway passes Jiangxi Province in the medium and low hills of eastern Jiangxi, Gan-fu Plain in middle Jiangxi and the hilly region in the west of the Province which belong to the Dongting Lake water system and the Boyang Lake water system. Zhuzhou City in Hunan Province is in the scope of the mountainous, hilly red soil and yellow soil region of east Hunan. According to the standard for classification of soil erosion areas in the entire country, the region of the works is in the I 4 Southern Red Soil Hilly Region within the typological area characteristically of water erosion with the main erosion types of surface erosion, rill erosion and gully erosion. The area of soil and water loss is detailed in Table 3.1 1 - 1. A IWAS S = m TTE 1 THE SECOND RAILWAYS SURVEY & DESIGN INSlITLITE 1 30 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.11-1 Statistics of Area of Soil Erosion along Zhejiang to Jiangxi Railway eHanZhuji Jinhu Quzho Shan Yingt Nanch Yichu Pingxi Zhuz Item gzho a u grao an ang n ang hou Area of erosion 986.5 414.49 236.8 1712.49 77.8 906.3 14563 317.5 3132.3 587.7 1223.7 Coverage of land 637 17.93 20.1 1937 22.97 25.5 19.68 10.04 16.78 1536 15.9 area (% )__ _ _ _ _ __ _ _ _ _ _ _ _ _ 2) Intensity of soil and water loss along the Railway Areas along the Railway all belong to mountainous, hilly and basin areas where soil and water loss is distributed over. Taking the different parent rocks as the basis for classification of distribution of soil and water loss, the distribution of granite, red sandrock, violet shale, the Quartenary red soil and the metamorphic rock areas are among the most serious, and the granite area has the vastest distribution and the highest intensity of erosion which chiefly distributed over the hilly and basin regions of middle Zhejiang in Jinhua City, Quzhou City of Zhejiang Province, Yushan, Qianshan, Shangrao and Hengfeng of Shangrao City in Jiangxi Province and, the hilly region in Zhuzhou City of Hunan Province. The red sandrock erosion areas are mainly scattered over Guangfeng and Yiyang of Shangrao, Yujiang, Guixi and other counties of Yingtan and Jin-Qu Basin in the middle of Zhejiang. The Quartenary red soil erosion areas are mainly concentrated in Nanchang and Xinyu. For the soil types in erosion, the red soil and the violet soil are in the highest intensity while the paddy soil is slight. (1) Within Zhejiang Province a) Current situation of soil and water loss in areas along the Railway As per remote satellite sensing for water and soil loss, water and soil loss is not serious along the Line. Area of soil erosion is 15 to 20%, which occupies 58 to 80% of the loss area. From the type of land utilization, it can be seen that the majority of water and soil loss is from woodland erosion and hillside land erosion, which occupies 70% and 30% respectively. Hillsides with 3 to 50 slopes are the majority. Areas with high degrees of loss are mainly distributed on hillsides with slopes over 250 O D THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 131 ® THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 1 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.11-2 Statistics Table for the Area of Soil Erosion for Different Intensities Unit: Km2 Very-slight Classification of Erosion Intensity Administrat Total erosion Area of ive Area of (Micro-Erosi Soil Moderat l Jurisdiction Land on- Erosion- Light e Heavy Intense Extreme Area 16840.7 14295.17 2545.53 1478.64 856.31 130.95 68.66 10.97 Hangz . hou % 100 84.88 15.12 8.78 5.08 0.78 0.41 0.07 Area 2311.30 1896.81 414.49 332.12 73.18 7.65 1.54 0.00 Zhuji % 100 82.07 17.93 14.37 3.17 0.33 0.07 0.00 Area 10926.20 8907.95 2018.25 1353.53 559.04 73.07 28.17 3.44 Jinhua % 100 81.53 18.47 12.39 5.12 0.67 0.27 0.03 Area 8841.10 7128.61 1712.49 1218.01 406.40 57.74 26.16 4.18 Quzho % 100 80.63 19.37 13.78 4.60 0.65 0.30 0.05 b) Present status of water and soil loss on both sides of the Line The Line in Zhejiang Province passes south of the Northern Zhejiang Plain and the hilly region of the Central Zhejiang Basin, in which the section from Hangzhou to Jinhua passes the leveled monadnock and low-massif piedmont, mainly located in river alluvial terraces and flood plains; the section from Jinhua to Xintangbian passes capacious terraces on the southern bank of the Qujiang River with confluents passing the line vertically in north-south direction. As per remote satellite sensing for water and soil loss, the present intensity of water and soil loss on both sides of the Zhejiang to Jiangxi Railway is below light level with small areas in heavy level. Water and soil conservation is in good condition. THE SECOND RAILWAYS SURVEY & DESIGN INSTITIJTE 132 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project (2) Within Jiangxi Province a) Present status of water and soil loss in project areas Jiangxi Province is one of the provinces that are in a serious state of water and soil loss in south of China. The areas along Zhejiang to Jiangxi Railway are also in serious status of water and soil loss. As per remote satellite sensing for water and soil loss, area of soil erosion along the line in Jiangxi Province occupies 10 to 25.5% of total land area. The intensity of soil erosion is generally at light, moderate and heavy levels; and those of intense ands extreme levels also exist. Table 3.11-3 Statistics Table for the Area of Soil Erosion for Different Intensities Unit:Km2 Very-slight l Administ erosion Classification of Erosion Intensity rative Total Area Area of soil Jurisdicti of Land (Micro-Erosi erosion l on on) Light e Heavy Intense e _~~~~~~~~~~~~ e Area 22790.98 17921.98 4869.00 1461.40 1520.20 1560.13 221.60 105.67 C % 100.00 78.64 21.36 6.41 6.67 6.85 0.97 0.46 Area 3554.25 2647.98 7401.86 179.87 278.93 341.00 101.67 4.80 % 100.00 74.50 25.50 5.06 7.85 9.59 2.86 0.14 Area 7401.86 5945.53 1456.33 407.27 549.67 465.07 30.47 3.87 'c Z % 100.00 80.32 19.68 5.50 7.43 6.28 0.41 0.05 Area 18667.17 15534.90 3132.27 1262.87 1051.07 604.47 99.87 114.00 % 100.00 83.22 16.78 6.77 5.63 3.24 0.53 0.61 W THE SECON RI- SUE it 1x 133 ® THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 1 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Area 3163.67 2846.14 317.53 154.53 87.60 49.20 17.47 8.73 % 100.00 89.96 10.04 4.88 2.77 1.56 0.55 0.28 Area 3826.99 3239.32 587.67 361.67 152.93 26.53 4.53 42.00 . % 100.00 84.64 15.36 9.45 4.00 0.69 0.12 1.10 b) Present status of water and soil loss on both sides of the Line After crossing eroded hills at the border of Zhejiang Province and Jiangxi Province at Xintangbian, the railway enters the areas of the Xinjiang River, Fuhe River, Ganjiang River and the Yuanshui River water basins in Jiangxi Province where the land surface is slightly undulate. After crossing the Xinjiang River at Yushan Station, the Line runs along terraces on the north bank and the hillside, and arrives at Luoqiao Town of Shangrao. The terraces are narrow and part of the Line runs close to the bank of the river. Beyond Luoqiao, the Xinjiang River turns actually southward and the Line gradually leaves far away from the River, passing through eroded hills, and entering undulate areas with high relief. After passing Hengfeng, the Line enters terraces and hillside on the north bank of Xinjiang River again. The section where the Line passes belongs to Eastern Jiangxi mountainous area with medium and low mountain land surface. The present intensity of water and soil loss is at moderate to heavy level. Passing Yingtan, the Line runs west till Linjiang Town, parallel to the Ganjiang River, and crosses the Ganjiang River at Zhangshu. The Line is located in the first level terraces of the Ganjiang River with flat landforms, which is the famous Ganfu Plain. The present status of water and soil loss is in slight to light erosion intensity. From Linjiang Town to Fenyi, the Line passes through high terraces or hills at the north bank of Yuanshui River, a branch of the Ganjiang River. After crossing the Yuanshui River twice at Fenyi Station, the Line runs to Luxi directly along the hills and valleys on the south bank, then goes westward to cross the dividing ridges near Shatang and, arrives at Pingxiang at the upper reach of the Lushui River, a branch of the Xiangjiang River Water System. The area between Pingxiang and Laoguan where the Line passes is in hills and valleys, which is undulate with the relief in the east higher than that of the west. Water and soil loss in the area along with the Line is in light to moderate erosion intensity. (3) Zhuzhou City in Hunan Province a) Present status of soil and water loss in Zhuzhou City THiE SECOND RAIIWAYS SURVEY & DESIGN INSTIlUTE 134 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Landforms in Zhuzhou City consists of hills and lower and medium mountains. The mountains consist of metamorphic rock, slate, phyllades and granites with large differences in elevation. Besides sand-shales and limestones, other parts of the hills are mainly sedimentary rocks. The soil of Zhuzhou County in Zhuzhou City and the four districts in outskirts of the city belong to the area of red soil and red soil with parent substances in heavy erosion in the Central Hunan Hills. The main types of soil erosion are surface erosion and gully erosion of red soil and violet earth. Slope collapse erosion and loss of spoils, rocks and discarded ballast in the developing zones and mining areas 2 are also serious. Mode number of soil erosion is about 4200t/km * a, and it can be over 10000 t/km2 * a in areas with serious slope collapse erosion and gully erosion. Liling, which belongs to Zhuzhou City, is in the Eastern Hunan Mountain areas, red soil and reddish yellow soil in moderate erosion. The yearly average soil erosion is 3280 ton per square kilometer. Water and soil loss always occurs in hilly and mountainous country with little vegetation and altitudes lower than 500m. Table 3.11-4 Statistics Table for the Area of Soil Erosion for Different Intensities in Zhuzhou City Unit: Km2 Very-slight Classification of Erosion Intensity Administrati Total yg Administrat Ttal o erosion Area of Soil ye Area of (Micro-Ero Erosion Jurisdiction Land sion) Light Moderat Heavy Intense Extreme Hunan Area 11262.2 9471.5 1790.7 1101.44 466.25 79.96 14.64 128.39 Provinc e Zhuzho % 100 84.1 15.90 9.78 4.14 0.71 0.13 1.14 u City b) Present status of water and soil loss in area along the line After passing Laoguan, the line enters Liling City, Zhuzhou County and Zhuzhou City in Zhuzhou City of Hunan Province, where the line passes through hills and valleys in undulate landform, across Lushui River twice. Land form that the line passes through in Liling City of Zhuzhou is mainly hills and water and soil loss intensity in areas on both sides of the line is moderate; land form that the line passes through in Zhuzhou County and Zhuzhou City is mainly hills and low-relief terrain, water and soil loss intensity is ®e) i X - TIIE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 135 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project heavy erosion. 3.12 Present situation of social environment The Zhejiang to Jiangxi Railway passes through eleven cities (Hangzhou City, Shaoxing City, Jinhua City, Quzhou City, Shangrao City, Yingtan City, Nanchang City, Xinyu City, Yichun City, Pingxiang City and Zhuzhou City) in the three provinces of Zhejiang, Jiangxi and Hunan with the land area of 11.5 X 104Km2 and the total population of 40.5869 million. The GDP of 2002 in the area reached RMB421.138 billion Yuan and the GDP per capita of RMB 10,376.21 Yuan. 1) Quality of life There are definite disparities in the standards of living due to the different levels of development of the cities and counties in the attraction area. Generally, the standard of living in towns is better than that of the countryside. Town construction along the Zhejiang to Jiangxi Railway is developing rapidly. Public facilities in towns are under construction and improving. Conditions in culture, education, medical treatment and entertainment have been continuously improving. Income of residents in towns has been increased largely and the level of consumption is also improving. 2) Present transportation conditions Transportation in the attraction area is well developed, a transportation system integrated with railway, highway, water carriage and aerial transportation has been formed. In the attraction area, there are National Highway No.320 that is parallel to the Zhejiang to Jiangxi Railway, No.104, No.105, No.205, No.316 and No. 319 that are vertical to No.320 at Hangzhou, Nanchang, Quzhou and Pingxiang respectively. These highways form the main backbone of the highway network in the attraction area. Shanghai-Hangzhou, Hangzhou-Ningbo, Nanchang- Jiujiang and the Nanchang- Zhangshu Highway have been completed and put into operation. National Highway No.320 will be renovated into an expressway or a high-grade highway. The Hangzhou-Jinhua-Quzhou Expressway is under construction. In the attraction area, there are many civil aviation airports, including the Xiangtang Airport, Nanchang Chang North Airport, Quzhou Airport, Yiwu Airport, Hangzhou Jianqiao Airport, etc. Hangzhou Jianqiao Airport is opened for direct domestic air traffic to 28 cities as well Hong Kong and Singapore. Hangzhou Xiaoshan Airport (in 6) in W = A fZ i- 1E [136 W THE SECOND RAIIWAYS SURVEY & DESIGN INSTITUIE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project planning) will be established as an international periodical scheduled flight airport and domestic trunk line airport with four E level standard. Water carriage systems in the attraction area include the Beijing-Hangzhou Canal, Qiantang River, Fuchun River, Boyang Lake, Xiangjiang River, etc. The majority of them are in flow in a south-north direction and thousand ton cargo ships can navigate in the systems. The Zhejiang to Jiangxi Line runs east to west, connected with the Shanghai to Hangzhou Line, Xuan-Hang Line and Xiao-Yong Line in the east and joined to the Hunan to Guizhou Line in the west. The Beijing to Guangzhou Line crosses the Zhejiang to Jiangxi Line in Zhuzhou, the Beijing to Kowloon Line connects with the Zhejiang to Jiangxi Line after passing Nanchang and Xiangtang and, the Yingtan-Xiamen Line, Heng-Nan line, Anhui to Jiangxi Line and Jin-Wen Line connects with the Zhejiang to Jiangxi Line in a south-north direction, which forms an all-direction railway network. As the Line is located in the most active economic zone of China, the existing ability of all lines has been near saturation. Basically, transportation is becoming more and strained. 3) Industry, agriculture and mining Industrial development along the Zhejiang to Jiangxi Line is balance. Industry in Zhejiang Province is better developed with textile and silk, light industry and food, machinery and electronics and the chemical industry as the pillar industries; electronic communication, medicine and biological industries and other hi-tech industries are developing rapidly. While industry in Jiangxi Province comparatively lags behind, with coal, steel, nonferrous metal, electricity, automobile and machinery as the pillar industries. Heavy industry in Hunan Province is relatively advanced with raw material and manufacturing, metallurgy, machinery, chemical industry and building materials as the pillar industries. The attraction area along this line belongs to humid subtropical monsoon climate with fertile soil and rich water resources. The agriculture, forestry, stock raising and fishery are vigorously developing. Various kinds of special agricultures and livestock breeding develop very fast. The attraction area is vast in area and rich in natural resources. Main mineral resources include coal, metal, etc. Coal resources are mainly distributed over Pingxiang, Yichun, and Xinyu of Jiangxi Province. Metal resources are copper, iron, zinc, wolframium, aluminum, etc, including Dexing Copper Mine in Jiangxi Province that has the largest storage capacity in China. Iron mines are distributed over Pingxiang and Xinyu. 6AD ig M = A V 1t R TIIE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 137 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 4) Cultural property relics According to data available of the on-site investigation and by cultural property departments, there are the Donghuashan-Shitatou Tombs of the Han Dynasty in Longyou County of Quzhou City, Zhejiang Province at K228+000-K232+000, a key cultural property unit under county level protection. 5) Present situation of solid waste treatment along the Line Solid wastes from cities and towns along the Line are mainly domestic garbage and construction waste, which are collected and treated in a centralized manner. Solid waste is mainly from Ballast discharged by fixed boilers, metal cutting and carbide Ballast produced in mechanical handling processes in stations and locomotive depots and, domestic waste discharged by employees and their relatives and passenger garbage produced by passenger trains. The quantity of ballast from boilers is 12436t/a, which shall be treated by local municipal environmental sanitation departments in a centralized manner. The amount of solid waste discharged from employees and their relatives is 23042 t/ a, which shall be stored in fixed points and treated by railway stations or local environmental sanitation departments centrally. Passenger waste drop spots prescribed by the Ministry of railways shall be located in Jinhua Station, Quzhou Station, Shangrao Station, Yingtan Station, Xiangtang Station, Nanchang Station, Pingxiang Station and Zhuzhou Station. The waste includes meal boxes, pop cans, plastic bottles, wastepaper, fruit and husk skins, etc. Management on train waste has been reinforced and the local environmental sanitation departments treat the waste after collecting the waste into disposable bags. For the amount of passenger waste in all waste drop spots, please refer to Table 4.14-lv for details. Table 3.12-lSchedule of Quantities for Passenger Garbage in Garbage Drop Spots Unit:t/ a Station Quantity of Passenger Remarks Garbage Jinhua Station 1900 Quzhou Station 1530 Shangrao Station 1750 THEN iLWS SV - DSI ITT 138 THE. SECOND RAILWAYS SURVEY k DESIGN MNTEEUTE13 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Yingtan Station 2370 Xiangtang Station 2190 Nanchang Station 4750 Pingxiang Station 1500 Zhuzhou Station 2040 Total 18030 -) 9 IV i- f 1 3 9 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 13 I i II I I i i I ii i I EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 4. Environment impact assessment and environment protection measures 4.1 Environment impact assessment and environment protection measures 1) Impact on natural reserves, famous scenic sites and other sensitive ecological environments Within the area of the Project, there are no natural reserves or famous scenic spots established by the State or local authorities, the shortest straight distance to the natural reserves and famous scenic spots is over 15km, and there exist long time frequent human development activities, plus the existing railway has been operated for a long time, there are no sensitive ecological environments as habitats of wild animals and plants, therefore, the construction of the Project shall cause no impact on the above areas. 2) Impact on land utilization along the Line According to the supplementary preliminary design documents, the Work shall occupy a land area of 43,309.7 mu. It shows in the survey and reconnaissance along the Line that paddy fields and dry land occupied cover approximately 75% of the acquisition area for the Works, wild land 10%, forests, economic forests and orchards 8.0% and other land utilized 7%. With the execution of the Works, railway station yards, subgrades and production units shall replace the original semi-natural ecological system mainly in the form of farmland, which deprives part or all of the original usage function of the land, and bring forth certain influence to the local agriculture and aquiculture. See Table 4.1-1 for details of land occupation on the entire Line, in which the newly-added and existing land (acquisitioned for the railway in the past) is permanent land for the Works, while temporary land refers to the borrow yards, dumping yards and land for large-scale temporary works. Table 4.1-1 Shedule of Quantities for Land Occupation Unit:(mu) Administrative New Adminstratve.Ne Existing Temporary Total I Jurisdiction acquisition %D - it -_ m V i t R 141 O D TIlE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Xiashan District, 1759.44 211.99 414.73 2386.16 Hangzhou City Zhejiang Zhuji City, 1838.52 89.87 1109.38 3037.77 Province Shaoxing Jinhua City 2585.82 602 638.13 3825.95 Quzhou City 2739.83 863.55 849.15 4452.53 Shangrao City 3236.86 313.48 915.04 4465.38 Yingtan City 1645.5 467 774.4 2886.9 Dongxiang County, Fuzhou 817.1 90.4 371.15 1278.65 city Jiangxi Province Nanchang City 5787 1796.25 1210 8793.25 Yichun City 789.67 316 180.82 1286.49 Xinyu City 3528.83 650 420 4598.83 Pingxiang City 1913.33 555.2 415 2883.53 Hunan Zhuzhou City 2435 325.26 654 3414.26 Total 29076.9 6281 7951.8 43309.7 3) Impact of Land Occupation on Agroecological Environment Basic farmland protective areas has been determined along the line according to the Protective Provisions for Basic Farmland of the State Council and protective methods for basic farmland of the provinces and cities. The rate of protection is generally over 85%. In this Works, 90% of the newly-acquired and temporary occupation of land is taken as the T THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project basis for quantitative analysis the occupied basic farmland. Please refer to Table 4.1-2, Table 4.1-3 and Table 4.1-4 for details. (1) Within Zhejiang Province Table 4.1-2 Shedule of Quantities of Basic Farmland Occupation Unit: mu Zhejiang Province Administrative Jurisdiction Hangzhou City Zhuji City of Shaoxing City Coverage Coverage rate of basic rate of basic Qty of basic Qty of basic farmland Qty of basic Qty of basic protectionl Type farmland farmland area farmland farmland prea occupied protection area .r.a occupied protection area Permanent 1759.44 0.050 1838.52 0.231 occupation 3191300 715900 Temporary 414.73 0.012 1109.38 0.139 occupation Zhejiang Province Administrative Jurisdiction Jinhua City Quzhou City Coverage Coverage rate of basic rate of basic Qty of basic Qty of basic farmland Qty of basic Qty of basic farimland Type farmland farmland protection farmnland farmland protection occupied protection area a occupied protection area (%) (%) ® THE EO RA LWAYS SURV &R it NT 143 THE SECOND RAILWAYS SURVEY h DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Permanent 2585.82 2739.83 occupation 0.220 0.202 1057400 1222900 Temporary 638.13 0.054 849.15 occupation005006 (2) Within Jiangxi Province Table 4.1-3 Schedule of Quantities of Basic Farmland Occupation Unit: mu I ~~~~~~~~~~~Jiangxi Province Administrative Jurisdiction Shangrao City Yingtan City Coverage rate Coverage of basic rate of basic protctio Q Qtov of basic farmland Qty of basic protection Typ farmland of iarmland protection Qty of basic farmiland area ype fmaoccupied protection area farmland occupied protection area area Permanent 3236.86 0.201 1645.5 0.131 occupation 1450300 1132600 Temporary 0.057 774.4 0.062 occupation 915.04 Administrative Jurisdiction Dongxiang County, Fuzhou City Yichun City THEECON RAI S = D i INSi+UT 144 ® THlE SECOND RAILWAYS SURVEY h DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-jiangxi Railway Electrification Speedup Renovation Project Coverage Coverage rate of basic rate of basic farmland farmland Qt of basic protection ty of basi protection Qty of basic farmland area Qty of basic farmland area Type farmland . farmland occupied protecon occupied protecton area area (%) (%) Permanent 817.1 0.151 789.67 0.025 occupation 485700 2865800 Temporary 371.15 0.069 180.82 0.006 occupation Administrative Jiangxi Province Jurisdiction Xinyu City Pingxiang City Coverage rate Coverae Cof basic l ~~~~~~~~Coverage farmland| rate of basic frln Qty of basir Qty of basic farmland ty of basic protection Type farmland iarmland protection Qty of basic farmland YPe mccupied protection area farmland occupied protection area area Permanent 3528.83 0.289 1913.33 0.340 occupation 1099100 506000 Temporary 420 0.034 415 0.074 occupation Administrative Jiangxi Province Jurisdiction ) THE iSECNDmF RAILWAYS SURVEY DESIGN INST 4I.5 THE SECOND RAILWAYS SURVEY &r DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Nanchang City Coverage rate of basic Qty of basic farnland farmland protection area Type Qty of basic farmland occupied protection area protection area(%) occuation 5787 0.145 occupation_ 3583100 Temporary 1210 0.030 occupation (3) Zhuzhou City, Hunan Province Table 4.1-4 Shedule of Quantities of Basic Farmland Occupation Unit: mu Administrative Zhuzhou City, Huan Province Jurisdiction Type Qty of basic farmland occupied Qty of basic farmland Coverage rate of basic protection area farmland protection area (%) Permanent 2435 123.81 0.177 occupation Temporary 654 0.048 occupation Formerly acquired land reaches 6281 mu, which is the land patches within the scope of the existing acquisition for the railway works, and has been brought under the land for communication construction by the districts and cities along the Line. In this Project, this part shall be recycled. Therefore, recycling of existing acquisition shall cause no impact to basic farmlands. It is shown in Table 4.1-2, 4.1-3 and 4.1-4 that the entire Line occupies about 19626.9mu k i At M = ah ?V i@ it rIA 146 THE SECOND RAILWAYS SURVEY & DESIGN INSTITIITE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project of basic farmlands, in which new acquisition among the permanent occupation for the railway occupies some 19626.9mu of basic farmlands covering 78.5% of the total quantity of basic farmlands occupied; temporary land for borrow yards, dumping yards, large-scale temporary works, etc. occupies 5367.5mu of basic farmlands covering 21.5%. Impact of the temporary occupation land is of short term, the occupied land can be restored for agriculture after completion of the main part of project, recovering to its original function and relieving the impact gradually. Therefore, the impact of the Project on basic farmlands along the line is mainly reflected in the new acquisitions among the permanent occupation land for the railway. From the distribution of basic farmlands occupied on the entire line, it shows that land occupation in Pingxiang and Xinyu is in larger quantity and rate with the rate of 0.340% and 0.289% respectively; the following are Zhuji City and Jinhua City with the rate of 0.231% and 0.22% respectively; in other areas, 0.025%-0.201%. Generally speaking, the Project occupies a relatively low rate of basic farmland at cities and towns along the line, execution of the Project shall cause little impact to the protection of basic farmland. However, land acquisition of the Project shall actually involve relevant towns, townships and villages, which shall cause decrease of cultivated land per capita and affect the local grain output. The permanently occupied basic farmland reaches about 19626.9mu, based on the annual grain output of 800Kg per mu, the grain output of the areas along the line shall decrease 15702t every year. Land acquisition for the Project shall inevitably cause certain influence to the agricultural system along the Line, but the works is distributed over the areas along the line in narrow, strip shape and in discontinuity with a very narrow scope of transverse influence, therefore, execution of the Project shall not cause destruction and essential change to the agroecological system of the areas along the line. 4) Impact of felling and replanting trees on woodland resources According to the investigation performed by forestry authorities in the areas along the line, no rare and precious plants or old and precious trees under national protection are found within the scope of railway land at present. Forests along the line are mainly artificial forest and secondary forest. A certain number of trees shall be felled or replanted, but they are mostly artificial forest in sparse distribution and in a limited number, so occupation of woodland in the works shall not impact the woodland resources along the line. In the entire line, 85500m2of saplings shall be replanted, 1827580m2 of saplings shall be felled, 652322 trees felled, 10477 groups of bamboos felled. See Table 4.1-5 for details of trees and bamboos to be felled or replanted. Table 4.1-5 Schedule of Quantities of Felling Trees and Bamboos On the Entire Line Province Prefecture, Replanting Felling Felling Felling Major trees THE SECONt RAI WAYS SURVEY t DESGNNS E47 THE SECOND RAIllWAYS SURVEY h DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project city saplings saplings trees bamboos (lOOm2) (lOOm2) (10 (10 pcs) group) Hangzhou / 1660 331 / / City Zhuji City / 1070 576.8 / Copses, pine, orange Within Orange, pine, rosebay, Zhejiang Jinhua City / 596.4 1312.2 / Province fossil tree, etc. Quzhou 44 14608 12515.8 207 Pine, China fir, fruit trees, City copses, etc. Total 44 17934.4 14735.8 207 Shangrao 41755.1 307 Tea trees, China fir, fruit City trees, camphor wood, etc. Nanchang 17 / 129.7 100 Phoenix tree, paln. China City fir, fruit trees, copses, etc. Yichun / 463.6 / Copses, pine, etc. Jiangxi city Province Xinyu City / 340 1408 29 Cypress, copses, pine etc. Pingxiang / / / city Total 17 340 43756.4 436 Zhuzhou City, Hunan 24.5 1.4 6740 404.7 Pine, peach tree, oil tea Province cameliha etc. THE SECOND AYS SURVY & D N I E 148 ® THlE SECOND RAILWAYS SURVEY & IDESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Total of the entire Line 85.5 18275.8 65232.2 1047.7 / 5) Analysis of impact of borrowing and dumping of soils in works on ecological environment (1) Earthwork dispatching on the entire Line Earthwork for the entire line totals 6404.95 X 104m3, including 5491.69 X 104m3 for subgrade works and 913.26 X 104m3 for station yard works, in which excavation is 3863.63 X 104m3, packing 2541.33 X 104m3, cut and fill 1422.05 X 104m3, borrow soil 1200.01 X 104m3, purchasing commercial soil 135.71 X 104m3, dumping 2217.61 X 104m3, using slag from tunnels as filling 7.53 X 104m3. See Table 45.1-6 for details of earthwork dispatching on the whole line. Table 4.1-6 Shedule of Quantities of Earthwork Dispatching in The Entire Line Unit: 104m3 Quantities of earthwork in construction (104m3) Administrative Earthwo Using Used for Jurisdiction rk Purchasing Using slag excavated packing excavate Borrow commercial Rejected from earthwor of d for soil erth earthwork tunnels k from station backfillin station yad g yards yad Hangzhou City 1022166 473721 133033 339762 34000 / / Zhuji City, 500195 1111105 143708 1298547 41338 / / S. Shaoxing o Jinhua City 650221 607013 107216 1460346 / 0 Quzhou City 747411 673686 123574 2782499 / / / Total 2919993 2865525 507531 5881154 75338 / / SC Ri A W - m SV IG R 149 THE SIECOND RAILWAYS SURVEY ^: DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Shangrao City 1804344 1078769 250530 3266585 = I _ Yingtan City 429664 1014206 125554 1121313 / / / Dongxiang County, Fuzhou 317609 247605 49149 1270740 / / / city o Nanchang City 187299 1049122 93652 890086 / 0 ^ Yichun City 115619 72949 / 383831 / / / Xinyu City 68922 139863 / 31961 / / / Pingxiang City 101240 172786 / 147792 / / / Sub-total 3024697 3775300 518885 7112308 / / / Zhuzhou City 1187571 204686 2128146 / Sub-total 1187571 204686 2128146 _ _ The existing railway or newly-built railway sections spreads discontinuously throughout the Line, and the existing railway runs in dense traffic flow and high speed, therefore, to avoid interfering operation of the existing line and ensure safety construction, the construction earthwork shall not be dispatched across the existing line, and earthwork of station yards, subgrade and tunneling shall be in the way of cut and fill at nearby places, earthwork dispatching shall be made accordingly. The areas along the line are low and smooth in landforms, the Line runs on filled embankment, so the amount of fill is larger than that of excavation. Besides the cut and fill and utilization of slag from tunnels, there requires a large amount of borrow soils. In addition, the sections where the Line passes are paddy fields, dry land and some soft ground geological regions that can not be used as filling for subgrade, therefore, the earthwork rejection is in a large amount. In execution of rebuilding, expansion and newly-built sections, excavation shall be made to the original land surface causing damage to the original land relif and landforms, particularly serious interference arising during the construction period when soil and water loss may occur on the excavated and exposed slope dome in rainy seasons, in the heavy and even intense intensity. 65;) ffi it m -= AT it~ il- "150 THE SECOND RAIWAYS SURVEY A DCSIGN INSTITUTE EA Report on Reconstructed Zhejiang-jiangxi Railway Electrification Speedup Renovation Project (2) Distribution of borrow yards and dumping yards According to the requirement on the target value of speed, relocation of the line and rebuilt sections are distributed over the whole line, rebuilding and expansion of station yards together with those newly-built works are mainly located in Nanchang, Yingtan, Zhuzhou, Hangzhou junctions and the main stations as Zhuji, Quzhou, Yiwu, etc. As a whole, locations of borrow yards and dumping yards (for slag and mud) are scattered on the line. Typical borrow yards and dumping yards for the subgrade within the main track sections are shown in Table 4.1-7, and borrow yards and dumping yards for station yards and tunneling are shown in Table 4.1-8 and Table 4.1-9. Table 4.1-7 Distribution of Main Borrow Yards and Dumping Yards in Subgrade Works Dumping yard Borrow yard District Section Mileage of the Line Locati Land Qty occupat Type of land atpon ion (104m3) (104m3) (mu) (mu) t~~~~~~~~~~ih Wil lad K47+880-K48+050 Right 22.1 5.91 Wild land, side wood land Bailutang- Meichi K57+525-+660 Right 25.2 5.76 Paddy filed, side dry land YK59+930- Right Paddy field, YK60+090 side 28.4 6.48 dry land Meichi Zhuj i w ~~~~~~~~~Left Paddy field, K63+535-K64+720 e 18.0 4.89 3 18.09side dry land Zhuj'l - ~~~Left Vegetable aZhuitou K82+948-K83+094 sie 20.2 7.78 field, paddy field Paitou- Right Dry land, wild Pujiang K95+300 side 39.4 11.06 land a 0- M -- A V a tt rA 151 TIIE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project _ K95+800 RRight 37.5 6.74 Orchard, wild K95+800 ~side 3. 674 land K108+340'- Left 37.8 8.81 Paddy filed K 108+460 side Pujiang - K126+220- Right 60.0 9.8 Dry land, Yiwu K126+620 side paddy field K127+720- Right 40.3 6.58 Dry land, K128+000 side paddy filed K161+420-+620 Right 37.9 7.85 Paddy field, side dry land Xiaoshun - Tangya K165+600-+800 Left 33 9.8 Orchard side Gufang- K198+000'+200 Right 52.4 14.22 Wild land, Jiangtang side . . orchard Quzho Anren- K251+488-+686 Left 30.1 7.63 Paddy field u City Quzhou side Yushane K347+000 Left 46.1 9.68 Dry land Guangfeng side aSOhacnigr K369+164-+389 Left 33.7 6.75 Paddy field, ao City side pn Guangfeng- Lingxi K369+750'--- Left Paddy field, 5- 0 K371+071 side 3. 675pond Dongxi ang County Siqian- k545+080-+210 Left 22.4 10.54 Paddy field, I Yaqian side wild land Fuzhou city it) W iA _ 152 rilE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project k593+100 Right 45.4 8.31 Dry land, wild side land Nanch Wenj iazhen ng City -Liangjiadu k596+200 side 44.2 8.09 Padry fied ®*) i; fl w; - A S. iS£ it 1 1.53 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.1-7 (continued) Dumping yard Botrow yard AdninistratiLoaiLnLadTpofld ye Section Mileage of the Line Locati Lndp Qty oLcupa Tccupieand Jurisdiction on iocu Qty ocntQ ocpe (104m3) (104m) (mu) (mu) Yichyun Yicnjang- K788+120-+340 Right 49.1 12.63 Dry land City Yichun side Xicun - K816+200-+660 Left 27.0 13.11 Paddy field, dry Xuanfeng side 270 1.1land LL uxi- DK840+680-+940 Left 24.7 5.79 Wild land, dry Quanj'iang side land Quanjiang- K852+870 Right 28.5 7.15 Paddy field, dry Baiyuan side 2 . land X. ~Baiyuan'- LetPaddy field, dry Pingxiang K857+230+390 15.4 5.90 land and wild Ei Pingxia North sieland CD ng City Yaojiazhou'- Rgh Dengruiqiao K873+615-+915 Right 42.7 13.00 Dry land K882+316-+420 Right 34.8 10.01 Dry land side Dengruiqiao- K882+327-+557 Right 36.2 10.43 Dry land Laoguan side K882±734 -+848 Right 45.8 13.16 Dry land side 4 W i;E m = a V iQ Tt 1t 154 TTIIE SECOND RAI WAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Laoguan K892+370-+640 Right 50.0 12.45 land and paddy Liling side ~~~~~~~~~~~~~~~~~field Left ~~~~~~~~Paddy field, dry K908+130-+155 Left 35.3 13.17 land side ln Liling'- Yuankoupu K908+870-~ Right 469 1.7Paddy field, dry K909+800 side 46.9 17.47 land Zhuzho < u City Left addy field, dry K921+190-+400 side 53.1 21.23 land and wild CD side ~~~~~~~~~~~~~~~~~~land Banshanpu- Yaojiaba K922+880- Left Paddy field,dr K923+200 side 70.3 28.14 land and wild K923+200 side ~~~~~~~land Yaojia ba - K933+430+764 Left 45.0 18I Dryland, pad Wulidun side 450 1 8filed Table 4.1-8 Distribution of Major Borrow Yards and Dumping Yards for Station Yard Works Dumping yard Borrow yard Administrative Scope of Station or Location Land Land Tylandof Jurisdiction junction section occupation Qty occupation occupied 5 (mu) (104m3) (mu) (104m3) Purchase soil Zhej iang Hangzhou Traction from 39.92 Province Junction substation Bailutang borrow yard ®i) a j m = m V R it RC 155 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Rebuild and expand the Transfer and station yard dump to a far 4.9 1.6(alVast) Dry land ofYingtan place East Station Jiangxi Yingtan Station Transfer and Province Junction yard Newly-built dunmp to a 1.3 2.0(sludge) Dry land works te tractiori near place substation, maintenance gang a for Borrow soil Guxi from nearby 11.0 3.2 Station slope or Station wild land Rebuild huzhou Borrow soil North from nearby 2.5 0.3 passenger slope or station wild land Junction Newly-built Zhuzhou Borrow soil Hunan Station passenger from nearby 13 2.32 Province Zhuzhou yard station slope or13 22 Junction works maintenance wild land gang fo1 catenary Rebuild and expand th Borrow soil station yard from nearby 9.3 2.5 of Zhuzhou slope or North wild land Station TIE SECOND RAILWAYS SU & iG it UTE 156 TIIE SFCOND RAIWAYS SURVEY A DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.1-9 Table for Distribution of Tunneling Slag Rejection Yard in Tunnel Slag Land Tunnel producti occupati length Cetron on of S/ Name of Tunnel Center rej ected Remarks N mileage slag (in) (X 104m3) (mu) Hangz Xiao-Xiao hou Gaotiancun 310l7 connecting Use the existing Juncti Tunnel cline single line tunnel on XXK0+700.35 2 Dayuanli Tunnel 187 K42+031.5 32 9 Newly-built double 3 Lujia No. I Tunnel 87 K48+338.5 1.9 + ~~~~~~~~~~~~~~~~~~~~~Totally dump to the| 4 Lujia No. 2 Tunnel 184 K48+744 3.4 25 slag rejection yard of Lujia No.2 Tunnel 5 Dayu Tunnel 180 K49+495 3.7 6 Zhuji No. I Tunnel 144 K81+249 2.7 0 Used for packing of subgrade 7 ~~~~~~~~~~~~~~~~~~~Newly-built double Zhuji No.2 Tunnel 227 K81+927.5 4.0 6 line 8 Pujiang No. 1 432 K107+539 6.3 Tunnel Totally dump to Pujiang No. 2 38 the slag rejection 9 Tunnel 1097 K108+439.5 10.7 yard of Pujiang No.2 Tunnel 10 Dachen Tunnel 509 K109+369.5 8.2 -R , 157 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Slag Land Tunnel producti occUpati length on ~~~on of S/ Name of Tunnel length Center rejected Remarks N mileage slag (in) (x 104m3) (mu) 11 Shangshan Tunnel 304 K112+462 3.4 18 Newly-buit double line 12 Tangwu Tunnel 578 K113+215 5.1 17 Newly-buihtdouble line 13 Changtang Tunnel 562 K1 14+234 8.7 27 Newly-built double line 14 Suxi Tunnel 1496 K116+646 13.1 44 Newly-built double line 15 Dongku Tunnel 166 K325+010 3.2 15 Newly-builtdouble line 16 Wenjiatang Tunnel 319 K748+686.5 5.5 15 Newly-built double line 17 Banbei Tunnel 1002 K753+815 5.6 39 Newly-buimtdouble line 18 Luojiali Tunnel 201 K761+025.5 4.0 14 Newly-buintdouble line 19 Luxi Tunnel 144 K857+760 0.01 0 Usethe existing 20 Yangshi Tunnel 936 K928+728 0.01 0 Use the existing Total 9065.7 92.72 267 (3) Location of major borrow yards and dumping yards and the impact on ecological environment 6!D 5 iS g --- JYJ F i£ il IE 158 TIIE SECOND RAILWAYS SURVEY & DESIGN INSTITIITE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project The principle for the location of borrow yards in the Project is to maximally centralize borrow soils and, select the nearby hills, slopes or sloping fields that meet the requirements of packing. Dumping yards are located at low-lying ground, pit trenches and other sections that are not vulnerable to water flushing, and wild land or low yield dry land. According to field survey and reconnaissance of the existing railway, the overall location of thee major borrow yards and dumping yards is reasonable, advice from the Environmental Assessment Group has been adopted for slag rejected from tunnels using the combined type slag rejection yard (as shown in Table 3-8) and considering using slag rejected from tunnels as packing for subgrades. However, locations of several borrow yards and dumping yards should be further optimized lest unfavorable impact might be caused to the surrounding ecological environment and the landscapes. 6) Impact of tunneling on ecological environment (1) SuxiTunnel It is 1496m long, double line tunnel, the longest on the whole Line. The natural gradient of the land surface is 10-20 degree with escarps or steep slopes at some sections. Vegetation is well developed. There is a quarry at DK115+940- DK1 16+045 of the tunnel body, and a precipitous cliff is formed on the right side of the Line from quarrying with the highest point of some 40m. The above is covered with artificial filling layers, drip residual layers of the Quaternary Holocene, and Jiang Formation stratum of the Medio Pleistocene; the underlying bedrocks are Chaochuan Formation argillaceous sandstones of the late Cretaceous System, Huangjian Formation tuff of the early Jurassic System. Argillaceous sandstones are distributed at the opening of the tunnel, tuffs are at the entrance and the tunnel body. Underground water is mainly of phreatic water in pores of the Quaternary slack layer and fissure water in the bedrock, the water yield of underground water is estimated to be 2500m3/d from the tunnel. There is a small reservoir (for irrigation and fish culture) about lOOm away at the left side of the body of Suxi Tunnel, the elevation at the water surface is much higher than that the Line. As the stratum the Tunnel passes through is of pelitic siltstone and tuff that are insoluble rock layers, it is considered in the design to adopt advance borehole for exploration of water when passing the reservoir section, and take appropriate measures based on the exploring results. It is estimated that construction of Suxi Tunnel shall not affect the water accumulation of the reservoir, nor impact underground water and the surface water above the tunnel. Rejected slag from the whole tunnel is 26,400m3, dumped to the dry land about 250m ®D W it m - a F at " 159 TIIE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project away at the left of DK115+700 from the entrance; for the exit side, dumped to a sloping field 100m away at the left side of the opening. The slope feet of the rejected slag shall be retained by grout-laying slab stones, the top and the slopes are sprayed with grass seeds for greening. (2) Banbei Tunnel The tunnel is double tunnel, 1002m long, ruining through a hilly region. The land surface is undulate with the absolute elevation of 60-160m, relative elevation of 20-50m and the natural transversal slope of 50G150. The vegetation of the surface above the tunnel is well developed with pines, shrubs and oil tea camellia. The surface above the tunnel is covered with alluvial and drift residual powder clay and soft clay of the Quatemary Holocene, the underlying bedrock is of sandstones and battiest. The underground water is mainly pore water, fissure water in sandstones, limestones in a small amount of water. Sandstones and limestones are relatively rich water strata, while shales and batties are relatively water-resisting layers. It is estimated that tunneling construction shall not cause leakage of surface water and underground water. Rejected slag from the whole tunnel is 56,000m3, dumped to the alluvial plain about 300m away at the northwest of the opening side. The slope feet of the rejected slag shall be retained by grout-laying slab stones, the top and the slopes are sprayed with grass seeds for greening. (3) Other newly-built tunnels Other tunnels on the Line traverse low hilly regions where the land surface is wild slopes or dry land with poor water permeability through rock strata, the underground water is mainly fissure water in bedrocks, and leakage of underground water and surface water shall not be caused during tunneling construction. The excavation of a tunnel opening usually causes slight damage to the surface vegetation at the section of the opening. In the design, retaining works and protection works shall be made to the front side slope so as to soil and water loss caused from damage of vegetation. For front side slopes higher than 3m, slope protection with framework and grass planting by means of hydraulic spraying are usually adopted in order to beauty the environment and avoid soil and water loss; and those lower than 3m shall be laid by grouted slab stones. Slag rejection shall be used maximally as the packing for the subgrade and station yard, those remained shall be used as the construction materials for tunnels in 64k m m 7 = 3V @R ilt 1x 160 lI'lE SECOND RAILWAYS SURVEY & DESIGN INSTIrUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project accordance with requirements in Specification on railway concrete and bricklaying construction and acceptance so as to lower the construction cost, and those cannot be used as construction materials shall be dumped to wild mountains and slopes. After construction, the top and dome of the slag rejection yard shall be sprayed with grass seeds for greening and improvement of the environment. It is required that water drained from the tunnel during construction must be treated before it is discharged, therefore little impact thereof shall be caused on the environment along the Line. (4) Strengthening and utilization of existing tunnels The existing Gaotiancun, Luxi, Baiyuan and Yangshi Tunnels of Hangzhou Pivot shall be strengthened with some measures to avoid water leakage from the lining so as to improve environment. 7) Impact on ecological environment of bridge and culvert works (1) Chief introduction to whole line of bridge and culvert works 109 bridges in 26774.32m shall be built in this project, including 12 extra long span bridges in 15019.45m, 86 large and medium sized bridges inll421.4m and 11 small sized bridges in 333.47m. In order to improve the existing transport, drain floods and irrigation and drainage condition along the railway line, 1439 culverts in 32390.1m shall be built. Table 4.1-1OMain Newly-built Bridges Crossing Rivers Name of Bridges Central Length Character of pe fHoles and Spans Mileage (in) Bridges Tp Puyangjiang River Crossing 3x32+(42+64+42) contmuous Extra long Span K42+332 590.3 Puyangjiang beam+lOx32rn Bridge River Overpass and Wuxie River Bridge K78+968 285.8 Crossing 8x32m Wuxie River Huanjiang River Crossing Brindg River K97+244 279.55 Huanjiang 8x32m Bridge ~~~~~~~~River Dachenjiang River Crossing Extra long Span K110+145 675.7 Dachenjiang 16x32+1 x24+2x32+2x24m Bridge River Baisha River Bridge K192+529 173.6 Crossing 7x24m I___ ___ ____ ___ _____ ____Baisha R iver l ® TIlE SO RiLW _U N D SINt RSU 161 TIIE SECOND RAILWAYS SURVEY & DESIGN INSTIUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Name of Bridges Central Length Character of Type of Holes and Spans Mileage (in) Bridges Xinlingshanjiang K(231+244 163.45 Crossing x4 River Bridge . Lingshanjiang 6x24m River New Xiashan Stream Crossing NewrXiasha rea K247+510 139.9 Xiashan 5x24m Bridge Stream New Shangshan Crossing Stream Bridge K250+118 144.1 Shangshan 8x1 6m Stream______Bridge____ Stream New Dongjijiang ~~~~Crossing New Dongjijiang K258+580 333.3 Dongjijiang 13x24m River Bridge River Jiangshanjiang River Crossing Bridge K287+038 404.5 Jiangshanjiang 12x32m River Lingxi River ~~~~~Crossing Lingxi River K375+032 180.33 Lingjiangxi 5 x32m prestressed force Bridge(double-line) River Dengjiajiang River K510+576 403.4 Crossing River 12x32m Bridge(double-line) Jiaolong River K612+200 180.76 Crossing 5x32m Bridge Jiaolong River x2 Shanqian River K618+866 210.01 Crossing 2X(8X24)m Bridge Shanqian River2X84) Yuanshui River Extra K774+692 737.9 Crossing 22x32m long Span Bridge Yuanshui River Dabohe River 1# K852+730 361.7 Crossing 2X(14x24)m Bridge Dabohe River Lushui River Bridge IK896+300 473.4 Crossing 2x.5x32+(l x42+2x64+1 x42 I___ __ __ __ __ I__________ I_____ _ Lushui River continuous beam)+2 x32]m (2) Analysis to the impact on river and hydrology, flood, navigable fairway, and field irrigate, etc. As ZheGanLine Railway starts from Hangzhou and enters into Puyangjiang River Reach, the water conservancy and irrigate facilities along the railway line are favorable advanced with distributed excessive various irrigating canals and conservancy works. Then, the Railway enters into upstream Qujiang River Reach of Qiantangjiang River and comes into Xinjiang Reach in Jiangxi Province and enters into Ganjiang River and its subbranch Yuanshui River Reach, Lushui River Reach in Xiangjiang branch in Hunan Province. For the water system in Jiangxi Province and Hunan Province are effected by the two lakes- Poyanghu and Dongtinghu, the railway shall be effected by the water level along the river while passing the above areas and the crossing field ditch shall be effected by the reverse flow water level of the river and the lake. ®@ I X i = , F Q Tt ' 162 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project According to the survey and investigating results, the water reservoirs along the line include: Chencai, Wuxie, Shibi, Anhua, Hengjin, Jinlan, Nanjiang, Yinshiling, Wuhu, Mingyangguan and Huantankou and so on. According to the survey and investigating results, the above water reservoir (pool) are not included in this land requisition scope, the lines shall pass through its downstream, so the implementation of this works shall not bring unfavorably influence such as crowding out and so on to the above water reservoirs. The site selection, span and hole diameters of the bridge and culvert crossing river, stream and canal shall be set along the natural river flow directions of flood so as to avoid the excessive reduction to the riverway and avoid big amendment to the channel, guaranteeing the hole diameter in the bridge and culvert being large enough to drain floods not exceeding the design frequency so as to prevent the back-water at the upstream and water accumulation before the culvert from being excessively high. The bridges and culverts are determined after analysis, calculation and contrast through particular hydrology investigation on site and land configuration mapping and based on the sufficient information on flow quantity and flood peaks of years while taking the effect to the flood drainage and riverbank and riverside of upstream and downstream of bridges and culverts into consideration while adopting measures such as riverbank protection, riverway desilting, so the set of rivers and culverts shall not bring big effects to the river and hydrology and floods. After the implementation of this project, the existing phenomenon that some hole diameters in the bridge and culvert are rather small and the water drainage are not smooth shall be improved; Newly-built road overpass bridges and culverts shall favor traveling crane safety and reduce the interfere to the train operation of passenger and vehicle; Newly-built river crossing bridge shall be designed as per the flood protection standard of a-hundred-year return period and the culverts shall be designed as per the flood protection standard of a-fifty-year return period so as to satisfy the flood requirement of rivers. At the same time, the rivers along the line are not provided with the navigable fairway, so this project shall not bring obvious influences to the water area ecological system along the lines. The passing areas of project are mainly plain and hilly topography area and the farmland water drainage and irrigation system are rather advanced. In order to guarantee the farmland water drainage and irrigation facilities being complete and smooth, combined with local water conservancy planning development requirement in the design, the rebuild and newly-built lines generally adopts the principle of building bridge over rivers, building culvert over channels and building culvert over catchment areas to guarantee the existing channels, water reservoirs and other water conservancy facilities being not damaged. Some of the occupied or damaged existing farmland irrigation facilities or flood drainage channels shall be recovered according to the former standard. 8) Evaluation and Conclusion THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE 163 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project (1) The line selection of ZheGanLine Railway have been strictly contrasted and certified, the line plan mainly adopt the straight revised line along the two sides of existing lines. Because active man-made development activity and long-period of railway operations, there are no natural reserves, famous scenic site and wildlife or plants that needs special protection in the project area. (2) There is no national protected rare vegetation or old and precious within the scope of the project, the passing regions are mainly distributed man-made forest and secondary forest. The implementation of the works shall crop and transplant 1,130,600 trees, in which most are sparse man-made forest, so there is no impact on the existing forest resource. (3) Of the 43309.7 mu of land acquisitioned for this project, paddy fields and dry land account for 75%, the wasteland takes about 10%, woods, commercial forests and garden occupies 8.0% and other land constitutes 7.0%. The construction of works, railway station and yard, subgrade and production unit will take place the existing semi-natural ecologic system that gives priority to farmland, therefore the land will lose part of all function, and local agriculture and aquiculture will be impacted. (4) In the construction of works, excavation and filling shall be carried out to the former earth's surface, the natural condition of the former geographic locations and landforms shall be damaged especially in the construction period. The naked slope shall probably produce soil and water loss in the rainy season and the grade of soil and water loss could be heavy or even intense. (5) Floods drainage and irrigation has been taken into consideration and effective measures has been adopted in the setting of newly built and rebuild bridge and a ) fi ig --- Mb V * t RX 164 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang Jiangxi Railway Electrification Speedup Renovation Project culvert works to guarantee the former employment function including floods drainage, irrigation and so on. 9) Retardant measures (1) Environmental protection in the design stage In the design stage of the works, the main environmental protection tasks include: Adequate selection of railway line shall be considered so as to avoid invading the sensitive ecological system. The principle of "trying to reduce the used land" shall be applied in the initial design. In the line selection, fertile land and paddy fields shall be avoided to occupy and the wasteland, fruticeta, hillock land and dry land shall be made the best use of. In the construction design, reasonable earthwork distribution shall be taken into consideration in priority and the cleaning, excavation and backfilling shall be employed to reduce to used land of works. Greening on the two sides of the line shall be strengthened and Woods belt planting shall be built. The greening design tree species shall adopt the combination of local tree species and high tree, shrubbery and grass. Vertical greening shall be carried out on the outside of railway stations, bridges and other man-made buildings. (2) Construction period In order to reduce the destruction of ecological environment along the line, measures of project, vegetation, and land re-cultivation will be combined in the construction period. In addition, strengthening of construction administration and insurance of project quality will also reduce the destruction on the ecological environment and make the ecological environment develop in a positive direction, which will increase the economic development and protect the ecological economy. The specific releasing measures are as follows: a) Re-cultivation of temporary used land M -1 aVI 165 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project In the sections of occupied paddy fields by the works as the temporary used land, active re-cultivation measures shall be adopted so as to fasten the re-cultivation. The specific measures is to peel off and pile or collect and store the mellow soil layer of 30-40cm on the earth surface in the use of cultivated land and to clear, soften and cover cultivation timely after the construction completion. In the condition that the possibility of re-cultivation is rare or infeasible on economy, the use of borrow pit or spoil in depth shall be degraded in greening or other used land. The temporary used land of borrow pit and spoil yard in a total area of 3119.3 could be re-cultivated and created of cultivatable land to compensate the influence of the temporary used land of borrow pit, spoil yards and so on to the occupied paddy fields to a certain extent. In the employment of the temporary used land of hills and mountains, the high trees shall be transplanted at the most possibility. Accordingly, the mellow soil layer on the earth surface shall be peeled off, piled and stored for the recovery of land back to woods finally. 1,778,500 trees could be planted on the two sides of the railway and the borrow and spoil yards, equal to 2251 mu recovered woods, which shall kill the bad effect brought by the crops and occupancy of woods and shall be beneficial to the recovery of woods resource and improvement of woods environment along the line. b) Borrow soil and spoil yard condition In the construction, hillock, hill land, wasteland and dry land shall be selected as borrow pit, or to share a common borrow pit with other projects to concentrate borrow soil. Cultivated land shall be avoided to be used as borrow pit. In addition, the soil geological condition of all borrow yard shall be investigated to confirm the depth of borrow soil and keep appropriate amount of earth's surface clay to prevent the depravation of soil, which shall be keep as support land resource so as to be re-employed. In the plain terrain, the works rejected earth works could not be rejected into rivers or on banks freely. In the hill country, the clough section where the soil and water loss are rare shall be selected as the spoil yard and retaining dam with water permeability shall be built. The construction mode of building dam and spoiling at the same time shall be adopted. c) To enhance the propaganda and education on ecological protection, to compile rewards and punishment measures and to activate the contractor and construction personnel to take part into the ecological protection consciously Before construction, propaganda plate on ecological environment protection shall be set on and around the construction site and propaganda and education on ®: A - M - A V Q ;[ R 166 TIIE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project environmental protection and biology variety protection shall be taken to the Contractors; After the construction personnel enters the site, the ecological protection education shall be taken at once, the contents of propaganda and education include the scientific common knowledge on the biology variety and relevant regulations and the simply identification and protection method for the local key protected wildlife. d) Administrative measures in the implementation of construction supervision and so on. The adoption of proper administration measures for the ecological protection during the construction period shall play a role of getting twice the result with half the effort. The construction supervision measures are the best administrative measures in the construction period. In the whole construction period, the environmental protection full time staff from project supervision department and construction department shall assume temporarily the ecological supervision. The patrol inspection supervision mode shall be adopted to check the fulfillment of ecological protection measures and the ecological protection activity of construction personnel. The periodical inspection of Environment Protection Bureau and bureau of forestry along the line shall prevent the occurrence of deforestation. (3) Operation period For the existing railway subgrade rejected for the rerouting of the line in some sections within the whole line, the local governments and the railway bureaus of provinces along the line are suggested to negotiate on the land appropriate of rejected subgrade and make land consolidation, which is suggested to be recovered into dry land or woods. The former Zhuji passenger station, Zhuji west station, Yiwu passenger station, Quzhou passenger station, Dongxiang station and Luxi station along the whole line shall be built, the local governments and the railway bureaus of provinces along the line are suggested to negotiate on the land appropriate of station sections and included the land of rejected stations into the overall planning and land use planning of cities and towns. The land and facilities of existing stations shall be properly used to fasten the urbanization and commercialization construction. Propaganda and education shall be intensified to improve the environment protection conscious of railway staff and residents along the line. Administration and education to the greening works shall be enhanced, fire proof and moth proof shall be taken and crops to the trees on the two sides of railway line and damages to the slope of IE SEg R SRVE & iGN INSTUE 167 THe SECOND RAIL.WAYS SURVEY a DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-jiangxi Railway Electrification Speedup Renovation Project subgrade on the station fields and grass section on the spoil yard are forbidden to protect the water and soil conservation works facilities. The operation units should enhance the maintenance, service and administration of various protection works and enhance and perfect the deficient part continuously. The field supervision on the ecological environment along the line shall be enhanced and the ill geology hidden trouble construction spot shall be found timely. The mitigation measures shall be adopted to prevent the happening of new geologic disaster. 4.2 Soil and water loss 1) Forecast content of water and soil loss The main forecast content of water and soil loss in the implementation of the project includes: land occupation of works and the damage to vegetation and water and soil protection facilities; the intensity and volume water and soil loss at typical high fill embankment of subgrade, deep excavation construction spot, ballast rejection yard of subgrade and tunnel; area and volume of possible water and soil loss result from project land acquisition. 2) Period of time to forecast water and soil loss According to the plan and arrangement of construction in the Project Feasibility Report, the earthwork is arranged to be implement from the fourth quarter, 2003 to the second quarter, 2005. Therefore, May, with the most serious loss of water and soil, is selected as the construction month to forecast of water and soil loss in the project. 3) Forecast and analysis method The forecast method of water and soil loss in project employs approximation method 6At i'd m - tu tV *;1- IT PA168 THE SECOND RAILWAYS SURVEY & DESIGN INSTrIUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project and module method and combined with the grading method of soil erosion intensity in "Standard for Grade and Classification of Soil Erosion" to carry out forecast on the intensity and volume of water and soil loss during the construction period. Water and soil loss: module revision adopts the test and research results of the domestic Inner Mongolia-Kunming Line and Shenyang-Shanxi Line, etc. (1) Forecast to soil loss volume at side slope stack and fill The water and soil loss result from unprotected waste soil in the project is forecasted by approximation method and analog method, which forecast according to the experimental data in the railway construction statistics. In terms of the erosion at embankment stack and fill and side slope in ballast rejection yard, the forecast formulae of ditch erosion volume and sand production volume through observation and analysis results of Shanxi-Shenyang Line are employed to forecast with selection of typical construction spots: Y=(297.379xPxB-121639)xK1xK2 SY=(30.912xPxB-14275)xK1 xK2 In the formula: Y-- Ditch erosion volume at side ditch stack and fill (t/Km2); SY-- Sand production volume of side ditch stack and fill (t/Km2); P-- Quality of rainfall (mm); B-- Catchment length of catchment basin or half width of top surface in low slope (m); KI-- Soil structural coefficient, adopts 1.0; K2-- Soil packing coefficient, adopt 1 as very loose, 0.75 as loose, 0.5 as slightly packed, 0.25 as packed, ballast rejection yard adopts 0.75 and side slope in embankment adopts 0.5. a- _ i Xb i it NC 169 THE SECOND RAILWAYS SURVEY &t DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project (2) Forecast of soil loss volume at damaged grade surface due to excavation The damaged grade surface due to excavation mainly consists of the grade surface at borrow yard and cuttings, the forecast module of water and soil loss during the construction period generally adopts the Water and Soil Loss Equation (USLE), and combines the relevant observation and tests on railway construction to carry out revision and analysis. Please refer to the Formula 5-3: a) The general Water and Soil Loss Equation (USLE) adopted in the forecast calculation A=cR'KLsCP ) In the formula: A-- Monthly soil erosion module, t/Km2 a; R-- Soil erosion factor of rainfall; K-- Soil corrosive factor; LS-- Slope length and gradient factor; C-- Crop management factor; P-- Water and soil conservation measure factor; K-- Mud and sand transportation and movement ratio coefficient, the span is 0.2-0.4 according to the investigation at the side slope of cuttings on the Shanxi-Shenyang Line, adopts 0.3. b) Selection and revision of parameters 3 Rainfall soil erosion factor R: It is the erosion capability of rainfall to soil under standard conditions, since the location of project is in the southern red-earth area, the approximation method used was the Dabieshan Mountains, Anhui Province and submitted by Wu Suming is adopted according to the test and research results of water and soil loss in railway construction field. A6 I K = -YJ VI ig iil PA 170 THlE SECONI) RAILWAYS SIIRVEY & DESIGN INSTITUTE EA Report on Reconstructed ZheJiang-Jiangxi Railway Electrification Speedup Renovation Project R=ZR,=2 0.0125Pi16"9 In the formula: Ri-Monthly rainfall erosion capacity (J-cm/(m2-h); Pi-Total quantity of rainfall in each month (mm). According to the statistics of rainfall quantity of each month in past years along the line, the rainfall soil erosion factor (R) can be calculated. Please refer to the Table 4.2-1 for the details. Table 4.2-1 Table of Rainfall Soil Erosion Factor Value along Line Region Hangzhou Jinhua Quzhou Shangrao Nanchang Yichun Zhuzhou R 453.1 534.7 657.4 651.3 580.3 598.3 479.7 Ln Soil corrosive factor K: It is a kind of sensibility of soil to erosion, which reflects the corrosion resistant capacity of soil, and is related to the soil type, the span is usually 0.02-0.75. The major soil type in the work scope of this construction project is red soil, next is yellow-red soil, purple soil, lime rock soil, rice soil and swamp soil, etc., the corrosive factor (k) is 0.5. Ci Slope length and slope gradient factor (LS): It is the function of the length and gradient of surface runoff. According to the test and research results on water and soil loss in railway construction field, the Ls factor calculation formula from Huang Yanhe is adopted: Ls=0.07667kX.35O0066 In the formula: X slope length, m; 0-Average slope gradient of runoff length (0); TE S RLWAYS SURVEY DESIG it TE 171 THE SEC.ND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Rlenovation Project C Crop management factor C: It mainly reflects the impact of vegetation coverage on the soil erosion. Since the vegetation has been damaged in construction field, the maximum value C=1.0 is adopted usually. After the completion of the project, C=0.4-0.6 after the vegetation coverage measures have been implemented and the naked ground is covered by grass seed and vegetation. C Water and soil conservation measure factor P: It reflects the treatment situation of the ground surface, such as the impact of leveling, compacting and other structures on soil erosion. P=1.0 if there is not any protective measures after the damage of ground surface at the prophase in construction field; P=0.5-0.8 if the field is flat and compacted with setup of retaining protective measures after the completion of earthwork. (3) Forecast of soil loss volume at compacted side slope For the forecast of water and soil loss volume at compacted side slope including construction service road and construction camp, the relational expression between soil erosion of hard ground and individual factor acquired by the test and research on the ground rainfall in Inner Mongolia-Kunming Line and Shanxi-Shenyang Line is adopted. Please refer to the Formula 5-5 for the details. The forecast of water and soil loss volume at ballast rejection yard and side slope in embankment adopting compacting and retaining protective measures shall also refer to this formula 4) Forecast results of intensity of water and soil loss in the project (1) Forecast of slag rejection yard soil and water loss in the project Table 4.2-2 Forecast Results of Water and Soil Loss Volume in Ballast Rejection Yards without Protection measures in the project Amount Loss Volume without Loss Volume With of Occupied Protective Measures (104t) Protective Measu res (104t) Works Discarded Land Ballast (mu) Scope Average Scope Average (104m3) Zhejiang Works of Province 292.37 852.5 40.03-64.97 52.5 0.0217-0.1087 0.0652 subgrade Jiangxi on main Province 1361.63 2649.6 309.6-498.2 403.9 0.1744-0.872 0.524 line Hunan487811 27 sections Province 353.28 996.0 48.7-81.11 26.7 0.0194-0.097 0.058 Subtotal 2007.28 4498.1 398.33-644.28 483.1 0.2155-1.0777 0.6472 works of Zhejiang station Province 80.48 230.1 16.12-25.99 21.0 0.0087-0.0424 0.264 VA) Mfi ffi = -- 'V tS Q _ TR 172 THE SECOND RAILWAYS SURVFY A DESIGN INSTITITl'E EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project d yard Jiangxi n main Province 29.43 78.5 9.29-14.946 12.117 0.070Q0.3488 02096 line Hunan Province 0 0 0 0 0 0 Subtotal 109.91 308.6 25.41-40.936 33.117 0.0787-0.3912 0.4736 Relevant works at = Junctions 0.42 1.5 0.121-0.18 0.151 0.0001-0.0003 0.0002 Jiangxi Yga Junction 0 0 0 0 0 0 Pmrvnc Nanchang 0.42 e Junction 1.5 0.121-0.18 0.151 0.0001-40.0003 0.0002 Hunan Zhuzhou 0 0 0 0 0 0 Province Junction Tunnel works 92.72 267 13.4&-20.12 16.77 0.0086-0.0086 0.0086 Bridge works in 0 0 0 0 0 0 subgrade works Total 2210.33 4808.2 437.341-705.516 533.138 0.3029-1.4778 1.1296 According to the table above, without any water and soil preservation measures, the ballast loss volume at ballast rejection yard in the project can reach 533.138x 104t, including subgrade works 483.1xI04t, Station and yard works 483.lx104t and Tunnel works 16.77x 104t, After adopting water preservation measures, the ballast loss volume is 1.1296x104t, which only takes 0.21% of that without adopting measures. Therefore, during the construction of the ZheGanLine Railway Line Electrification Project, the ballast volume generated in earthwork is not large, if the ballast rejection yard does not adopt any measures, so the randomly stack and rejected ballast will cause quantity of ballast loss, consequently have serious water and soil loss impact on the surrounding environment. Therefore, the selection of proper ballast rejection yard; preparation of good water preservation layout and design; well implementation of protective measures in works and construction about plant measures is key process of slag rejection yard soil and water loss control in this project. (2) Forecast of water and soil loss in borrow yard a; - M = - a 3V it tt [x 173 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.2-3 Table of Forecast Result of Water and Soil Loss Volume in Borrow Yard in the Project Unit:t Not Adopting Protective Adopting Protective Amount Measures Measure Administrative of Occupied Jurisdiction borrow Land (mu) Avera soil Scope Average Scope ge (104m3) Zhejiang 834.0 Province 339.21 907.48 1762.5-3579.99 2671.3 286.36-381.8 8 ubgorde Jiangxi oardow Province 462.54 1071.5 5502.1-10137 7821 639-3193.3 1916 along th Hunan 0 line Province 0 0 0 0 0 0 Subtotal 2750. Subtotal 801.75 1978.98 7264.6413716.99 10492.3 925.36-3575.1 08 borTow Zhejiang 173.97 608.9 501.8-925.6 715 291.2 174.2 yard Poic 9. Station Jiangxi 114.89 521.33 1227.6-2261.6 1744.6 143-712.8 426.8 Province ad Hunan subgrade Hunan 3.4 0.91 13.195-22.75 18.2 1.365-7.735 4.55 orrow Province ard Subtotal 292.26 1131.14 1742.595-3209.9 2477.8 201.565-1011.735 605.5 _ _ _ 5 5 subgrade borrow pits at 106 33.48 184.08-335.38 259.73 23.47-108.43 65.95 junctions Zhejiang Hangzhou 0 5.1 0 0 0 0 Province Junction 0 Jiangxi Yingtan 96 27.06 173.94-316.66 245.3 22.3-102.58 62.44 Province Junction Nanchang 0 0 0 0 0 0 Junction _ I Hunan Zhuzhou 10 1.32 10.14-18.72 14.43 1.17-5.85 3.51 Province Junction Total 1200.01 3143.6 2 13229.83 1150.396-4695.26 342158 (3) Forecast of water and soil loss in main works The soil and water loss in the main works mainly happens at naked side slope produced by the excavation and filling of the earth's surface, which mainly exhibits: the side slope at road embankment filling and building and side slope at road cutting digging earthwork in subgrade works, the side slope at trench excavation and front slope at tunnel opening in the tunnels works and the side slope at pier subgrade excavation in the bridge and culvert works. ®6) r i_ m = a V a il R 174 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project a) Forecast of water and soil loss at side slopes of the station and yard subgrade O Land fills at side slope in embankment After the forecast and calculation, in the station and yard subgrade earthwork construction month, under the condition that not adopting any water and soil conservation measures, the intensity of soil and water loss13150-79840t/km2 produced at side slope in embankment could reach intense level to Extreme level. With the water and soil conservation protective measures adopted, the produced intensity of soil and water loss at side slope in embankment shall be lowered to under light level or even very-slight-level. The intensity of soil and water loss produced at side slope in embankment until the initial operation period can be lowered to light or very-slight-level. I Cultivation earthwork at side slope in the road cutting After the forecast and calculation, in the station and yard subgrade earthwork construction month, under the condition that not adopting any water and soil conservation measures, the intensity of soil and water loss3187-1195it/km2 produced at side slope at the road cutting could reach light level to intense level. With the water and soil conservation protective measures adopted, the produced intensity of soil and water loss at side slope in embankment shall be lowered to under light level or even very-slight-level. The intensity of soil and water loss produced at side slope in the road cutting until the initial operation period can be lowered to under very-slight-level. Li Soil and water loss at side slope of subgrade The total length is 513.3km in this works with 471.8km main line section and 41.5km relative junction works. According to the distribution condition of excavation and filling section in the works, in conjunction with the occupied area of works and the change condition of soil and water loss before and after the construction, the forecast to the soil and water loss volume in substage works before and after the construction refer to Table 4.2-4 for detail. Table 4.2-4 Parallel Table of Soil and Water Loss Volume in Substage Works before and after the Construction Unit:104t Adminis During Construction period trativs Before construction Not Adopting Protective Adopting Protective Initial Jurisdict Measures Measure period of ionl Scope Average Scope |Averag Scope Averag operation 6g M = 9 - Z R F iN: t 1E 175 THE SECOND RAITWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Zhejiangr Province 0.232-0.5808 0.4064 4.656-26.768 15.712 0.304-1.168 0.736 <0.232 Jiangxi Province 0.624-2.8112 1.7168 12.096-68.464 40.288 0.864-3.904 2.384 <0.624 Hunan Province 0.88-0.352 0.616 1.456-6.704 4.08 0.128-0.768 0.448 <0.088 Total 1.736-3.7424 2.7392 18.208-101.936 60.08 1.296-5.84 3.568 <0.9456 Refer from Table 5.2-4, the soil and water loss condition produced by the subgrage works after the construction of works: (a) The soil and water loss volume with measures not adopted is 16.8 times to the volume with measures adopted during the construction period and 21.9 times to the soil and water loss volume of the former earth's surface before construction, so the effective water and soil conservation measures is key for the control to occurrence of soil and water loss during the construction period; (b) The soil and water loss volume in the subgrade works with measures adopted is 1.3 times to the soil and water loss volume of the former earth's surface before construction, so the implement of works shall strengthen the soil and water loss condition of this region; (c) In the initial operation period of railway, the various water conservation facilities is perfecting gradually, the soil and water loss volume is 0.4 times to the earth's surface before works, so the implement of works could effectively control the regional soil and water loss. b) Tunnels works The soil and water loss produced by tunnels works are mainly come form two sides, one is ballast rejection of tunnel (also as one of the main effective elements of soil and water loss in the construction of this works section), another is form the front side slope at the tunnel opening. The ballast rejection of tunnel has been explained in the forecast of slag rejection yard soil and water loss, so only the soil and water loss at front side slope at the tunnel opening shall be analyzed here. The excavation of tunnel opening shall interfere and damage the former surface vegetation and land layer condition. The front slope at naked tunnel opening is easy to produce soil and water loss under the rain scouring. In case slope surface protection measures not adopted timely after the excavation of works, the produced intensity of soil erosion can be above intense level. The slope protective measure of mortar rubber, concrete pouring and grass planting, etc. shall be adopted and the drainage system of drain ditch and interception ditch shall be perfected to control the soil and water loss within very-slight-level. ® TESECOND i Ag UY m ESI it I 176 THE SECOND RAILWAYS SURVEY & DESIGN INSTITIJTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project c) Soil and water loss in bridge and culvert works Except the influence of soil and water loss brought by the ballast rejection at digging subgade pier foundation in the bridge and culvert works, the scouring of flow water at the pier foundation side slope and river bank slope shall also produce influence of soil and water loss, the influence of which are rather obviously in the construction period of works. After the works completion, the protective measures of mortar rubber shall be adopted in the pier foundation side slope, the soil and water loss can be eliminated basically. (4) Soil and water loss in temporary works The soil of temporary construction service roads and grounds in the construction process of railway works is packing with strong anti-rushing capability, the earth's surface is completely naked and the plantings' root system from the soil is limited with few organic matters in it, but the soil is sensible at man-made interfere, which belongs to typical hard ground. The coefficient of surface runoff of hard ground is big and the runoff generation is rapidly, the front loss shall last only a few minutes, the soil unit weight is big and the intensity of soil erosion shall increase with the addition of rain force. According to the rain test research results on construction site of Nei-kun railway and qin-shen railway for the forecast of construction service roads of the works, the intensity of soils and water loss in the construction months of works shall reach 690-1230t/km2 , slightly above light level. Accordingly, the produced soil and water loss volume in the construction service road of the works can be presumed to reach 1 lO-190t. (5) River, ditch and road reconstruction The soil and water loss produced by river and ditch reconstruction works are mainly produced by the scouring of ditch, bank and slope during the construction period of works except the soil and water loss produced by excavation ballast rejection. The soil and water loss produced by road reconstruction works are mainly produced by the scouring of naked surface caused by the excavation and filling of earthworks in the construction period of road works. 6) Water and soil conservation plan 6S) u iA - m ;Q U - A177 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project (1) Soil and water loss mitigation responsibility scope According to the principle of "one who developed it, protect it and one who caused soil and water loss, govern it" and as per the regulation in Technical Regulation on Water and Soil Conservation, Plan of Development and Construction Projects (SL204-98) , the area of soil and water loss mitigation responsibility scope in the works is 2887.3lhm2, which is the construction area scope of works. (2) Sectorization of water and soil conservation in construction of project a) Sectorization of soil and water loss mitigation of project According to the construction characteristics of railway project, the water and soil conservation in construction of project could be divided into five soil and water loss mitigation areas include: slag rejection yard, borrow yard, main works, temporary works and ditch and road reconstruction. r Slag rejection yard soil and water loss mitigation area The ballast rejection of the works accounts for 2210.33x104m3 and slag rejection yard constitutes about 4808.2 mu, which is the slag rejection yard soil and water loss mitigation area scope of works. The object of mitigation is to prevent the ballast rejection loss and slag rejection yard side slope corrosion. r Borrow yard soil and water loss mitigation area The borrow soil of the filling earthwork of road embankment in the project account for 1200.01x104m3 and borrow yard occupies 3143.6 mu, which is borrow yard mitigation area scope of works, the object of mitigation is to keep the later slope stable of borrow soil on borrow yard to prevent the scouring and collapse of side slope on borrow yard. L] Soil and water loss mitigation area in main works The scope of soil and water loss mitigation areas in main works mainly include the main line reconstruction district in length of 471.8km, junction relevant works in 41.5km and the station and yards revised expansion. The object of mitigation is to prevent the soil erosion produced from side slopes of subgrade, front slope of entrance ports of tunnels and side slope on the bridge abutment and from the river and ditch reconstruction works. idA = NJ i it R 178 THE SECOND RAIIWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project n] Soil and water loss mitigation area in temporary works The scope of soil and water loss mitigation areas in temporary works mainly include the construction vehicle transportation service roads in 107km and construction grounds temporary used land. The object of mitigation is to prevent the loss of ballast rejection in temporary works and soil erosion in naked slope surface. i Mitigation area of ditch, river and road reconstruction The mitigation area of ditch, river and road reconstruction works include the ditch reconstruction in 14888.5m and road reconstruction in 165.6km. The object of mitigation is to satisfy the regional water drainage and water flow in water system in order to prevent the scouring produced in the water flow scope to the ditch and prevent the soil and water loss produced by road reconstruction. b) Key districts in soil and water loss mitigation of works The mountain slope land, river, ditch and road reconstruction districts in the requisition land scope on slag rejection yard, borrow yard, construction ground and two sides along the line are the key districts in soil and water loss mitigation of work, which is mainly subject to the construction spots where soil and water loss is easy to produced within the scope. The principle of "combining works measures with plants measures" shall be adopted to build the barrier walls, retarding walls, protection slope works or to adopt other measures for water and soil conservation works and to adopt planting measures for the water of soil conservation such as planting trees and grasses, etc. on the naked ground produced after excavation and filling. c) Important supervision districts in soil and water loss works The line reconstruction districts and fringe areas are the important supervision districts in this project, which are mainly stable high road embankment and deep road cutting side slope. In the district where land slide and collapse are easy to be caused by the construction of works, measures of anti-smooth stake (wall), retarding wall and planting recovery shall be adopted to keep the side slope being stable and to improve the formal soil and water loss in a certain extent. (3) General layout of water and soil conservation measures a) Principle of general layout of soil and water loss mitigation measures in the works A_ in -l g: -_ a V it IA 179 ® THE SFCOND RAILWAYS SURVEY h DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project The characteristic of the railway construction project is in a line type, the development and occupancy of land is in a belt shape and the line is long crossing many areas, the passing landform and geological structure unit is complex, the impact on the ground in the construction of various works are in multiple types. For this, the sensible district and key protected districts of soil and water loss works shall be clarified to properly arrange the construction plan of works and layout of water and soil conservation measures. The relationship between partial governing and whole line governing and between single governing measures and comprehensive governing measures shall be disposed with favorably coordination and reasonable layout. The water and soil conservation comprehensive system of the project shall be constructed through integration the works measures with biology measures, with the works measure as the major measure, and biology measure as the auxiliary measure. b) General layout of measures for water and soil conservation for works Ci Slag rejection yard According to the ballast character in ballast rejection yard to ensure the engineering measures, biologic measures and leveling and reusing land. In terms of the waste silt and soil in plain area with few hills, the paddy fields shall be selected as ballast rejection yard, which can be reused after leveling; the hill area shall adopt retaining protective measures, including setup of ballast retaining walls by mortar rubber at the slope foot in ballast rejection yard, leveling of grade surface and top surface of ballast yard, adoption of the biologic measures such as planting of grass seed and plant, and intercepting ditch and drainage ditch shall be set up according to the environmental hydrologic, water system and stream current conditions surrounding the ballast yard. Li Borrow yard The borrowed depth is 34m in plain area with few hills; according to the hydraulic works in the area where the borrow yard is located, the borrow pit generated after borrowed soil can be considered to be used as pool or fish pound as compensation for the requisitioned pool or fish pound in the works. The borrow yard in hill area has many small hills, so the land making after leveling according to the local demand or greening through planting grass seed shall be carried out; for the borrow yard that cannot be leveled, the damaged grade surface due to excavation shall keep stable by adopting measures, the grade surface and yard shall make farmland or plant grass and trees, and prepare the drainage system in borrow pits well. Li Main works a. Substage works 69 W iA M- m it R 180 THE SECOND RAILWAYS SURVEY h DESIGN INST TUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project The works mainly includes line reconstruction districts of road embankment earthwork filling at side slope and excavation cutting at side slope, the mortar rubber for slope protection and planting grass through hydraulic spray and so on shall be adopted. Planting and greening shall be taken on the two sides of subgrade in greening districts, drainage system of side ditch, drain gutter and intercepting ditch, etc. shall be set up on the side slope of subgrade. b. Tunnels works The works mainly includes the front slope and the side slope at trench excavation at tunnel opening. The mortar rubber for slope protection shall be adopted and drainage system of intercepting ditch, etc shall be set up at the top of the cavity. c. Bridge and culvert works The works mainly includes clear and transport and protection to ballast rejection in bridge and culvert works. The scouring protection on the bank slope of river road shall be adding connected with natural or existing water drainage system. Temporary works of construction service road and so on The soil of this kind of works is packing with strong anti-rushing capability, but it is sensible at man-made interfere, which belongs to typical hard ground. The overall layout of mitigation measures shall adopt the systematic soil and water loss mitigation measures with the side slope of construction service road for vehicle transport as the important mitigation area. O River, ditch and road reconstruction works Recovery and reconstruction measures shall be adopted for the damaged and occupied ditch by the works. The width of the ditch and the width of flow water section shall be set as per the flow water condition and hydrology requirement of original ditch and region. The protective measures of mortar rubber shall be adapted to the revised ditch. After the cleaning, excavation and backfilling of construction earthwork distribution, the slope protective measure of mortar rubber and grass planting shall be carried out for the occupied and revised road by the works. c) Soil and water loss mitigation works system of project In the implementation of the project, a systematic and complete soil and water loss THE SEg ;AW SURV DI it TU 18T1 O D THE SECOND RAII,WAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project mitigation measures shall be adopted in the construction area and directly effected area to form the complete soil and water loss mitigation system of works. Refer to Chart 4.2-1 for detail of soil and water loss mitigation system in the works. ® v iW f l i = m Q it IR 182 T-THF SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Stone piece protection and surface protection on side slope |Grass planting on the side slope and trees greening works on Control measures for reconstruction the two sides and expansion works of subgrade Slag rejection shipped and pile on the designated slag 8 ~~~~~~rejection yard| Water drainage works of side ditch, drain gutter and ] I ~~~~~intercepting ditch, etcI Retaining walls and slope protection works at the front side I rla~~dne nftlinnPI onnnino I Control measures for reconstruction - and expansion works of tunnels Slag rejection shipped and pile on the designated slag reiection vard I. 51 -| Water drainage works of side ditch, drain gutter and o~ __________|___Sla___ g rejection shipped to the designated slag rejection yard D [ Control measures for reconstruction cD _ and expansion works of bridge and Anti-scrouting slope protection works on the riverbank culvert Water drainage is connected with natural water system to Inrevent the- sronlrinp, on hank slone,I Stone piece protection and surface protection on side slope srfor reconstruction Planting greening works on the station and yard and the two Control measures for reconstruction sides of subgrade Iand expansion works of stations and_ and expansionoyards _ Slag rejection shipped and pile on the designated slag rejection yard Water drainage works of side ditch, drain gutter and intercepting ditch, etc Coto mesrsfrsd lp Leveling and land making and tree and grass planting| 0°. Retaining walls and slope protection works | oI L Regulating measures for land L a w l I _|~~~~~~~~~Leveling and cutting of side slope and greening works| t H Water drainage works o Side ditch, drain gutter and intercepting ditch, etc q , 0 q Regulating measures for land HMRetaining wall and slope protection works o O el > _ | ~~~~~~~~~~~~And grass planting greening| El o _ S Protective aeasures for side slope p_ - Retaining wall and slope protection works | Water~~~~~ Rejected soils (sag levelingelandmio Water_drainage worksonslaT connj Side ditch, drainage ditch and intercepting ditch 5 Q B e 7. =CD Land regulating worksl ®° THE SEON RAg WY SUVE &¢ DEIG IIT y 0 ,, ¢ o. | atrdrainage works of side ditch and intercepting ditch, etc Lq Mortar rubber paving stone piece at slope o ic # , O¢ < , ¢ | rl ~~~~~~~~Stone piece protection and surface protection on side slop7e | q 2B CI R B_ Rejected soil (slag) leveling and land makingl . o t o | L| ~~~~~~~~To connect with original water system to satisfy the width of water| drainagel 6S) W m g -m S Q it R183 THF SECOND RAII.WAYS SURVEY . DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.2-1 Systematic Table for Soil and Water Loss Mitigation in ZheGanLine Railway Electrification Accelerated Works (4) Water and Soil Conservation Plan on slag rejection yard a) Water and soil conservation plan on slag rejection yard in tunnel Table 4.2-5 Table for Works Design Protection on Slag Rejection Yard in Tunnel r hnnel 5 ~~~~~~~~~~~~Stone pieces Gysreenig S/N Name of Tunnel Tunnel lenyhretammg b raysng Remark length Central Mileage walls fegras s | 3 seeds m 2 m Newly-bu I Dayuanli Tunnel 187 K42+031.5 940 6267 ilt double line 2 LujiaNo. 1 Tunnel 87 K48+338.5 Totally dwump toI 3 Zhuji No.2 Tunnel 184 K48+744 rejection 1006 16800 ~yard of 4 Dayu Tunnel 180 K49+495 Lujia LJC~~~~yU 1 K49±495 ~~~~~~No.2 Tunnel Used for 5 Zhuji No. I Tunnel 144 K81+249 0 0 packidng of subgrade Newly-bu 6 Zhuji No. 2 Tunnel 227 K81+927.5 2049 4000 ilt double line 7 Pujiang No. 1 432 K107+539 Totally Tunnel 432 np7+to Pujiang No. 2 ~~~~~~~~~~~~~~~~the slag 8 Pujiang No. 2 1097 K108+439.5 2100 25584 rejection Tunnel ~~~~~~~~~~~~~~~yard of Puj iang 9 Dachen Tunnel 509 K109+369.5 No.2 Tunnel Newly-bu 10 Shangshan Tunnel 304 K 112+462 3237 11873 ilt double line Newly-bu 11 Tangwu Tunnel 578 K 113+215 1697 11000 ilt double line Newly-bu 12 Changtang Tunnel 562 K114+234 1680 18000 ilt double I I I I~~________ I______ line Xi 31Z ilS g- [P i l 184 THF SECOND RAILWAYS SURVEY A DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Newly-bu 13 Suxi Tunnel 1496 K116+646 2336 29367 ilt double line Newly-bu 14 Dongku Tunnel 166 K325+010 250 10000 ilt double line Newly-bu 15 Wenjiatang Tunnel 319 K748+686.5 245 10000 ilt double fine Newly-bu 16 Banbei Tunnel 1002 K753+815 5413 26000 ilt double lne Newly-bu 17 Luojiali Tunnel 201 K761+025.5 954 9333 ilt double fine Total 21907 178224 b) Water and soil conservation plan on slag rejection yard of subgrade C Technical requirement to water and soil conservation on slag rejection yard of subgrade According to the landform and surrounding natural environmental condition, the slope foot shall be protected with mortar rubber rewarding wall. The height of wall shall be set according to the hydrology feature of the ballast yard and the building of rewarding wall under the flow water scouring shall be constructed before the earthwork construction to satisfy the protective principle of "rewarding first and rejecting later" on the ballast yard to exert the benefit of rewarding wall and avoid the ballast body loss. The top floor of the slag reject yard shall be leveled to a water drainage slope to an angle of not less than 3%. The thimble tubes shall be set in the levels on the slag reject yard to guarantee the water drainage on the ballast yard. Intercepting ditch drain ditch shall be set at the upstream of the ballast yard and water drainage ditch shall be set at the slop foot to training for discharge on the ground and prevent the slag body loss under flow water scouring. All water drainage system shall be connected with the natural water system to avoid scouring to the surrounding environment. C Proposal for water and soil conservation on main construction spots of slag rejection yard in subgrade The measures for water and soil conservation on slag rejection yard in subgrade include engineering measures of rewarding walls and water ditch, etc. and planting measures of grass seeds planting, tree planting and leveling and reusing land. In this proposal, some ballast yards where re-cultivation and grass planting could be done as f/sj hi a = a m z a i1t R85 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project well shall be checked and reduced according to the ballast rejection type on the slag rejection yards. Suggestion: Leveling measures shall be adopted for the ballast rejection on the subgrade, which shall be re-cultivated and shall no longer be used for grass or tree planting. The slag rejection yard on the subgrade of silt and rejected soil in II and III types in the low-lying terrain shall be directly leveled and re-cultivated. Retarding walls shall be set to slag rejection yard at the waste slope and Valley. According to the water conservation protective measures in the engineering design, water drainage ditch shall be added to the slag rejection yard without water drainage system. Local tree and grass species shall be adopted to spray grass seeds or plant tress to the slag rejection yard mainly composed of O and [I types so as to recover and compensate the trees and plantings. For the amount of main works, refer to table 4.2-6 for detail: Table 4.2-6 Table for Water and Soil Conservation on Slag Rejection Yard Protective Measures Unit Already in Design Newly Added Total _mount of Propo I etarding walls M7.5,M5.0 mortar rubb m3 184423 0 184423 Water drainage ditch M5.0 mortarrubbe m3 0 116514.0 116514.0 Grass seeds planting m2 409078 -20454 388624 Leveling and planting tree 189924 189924 Leveling and re-cultivation mu 0 2019 2019 O Water and soil conservation plan on slag rejection yard in bridge and culvert works The basic cultivation of slag rejection yard in the bridge and culvert works have been taken into overall consideration on the slag rejection yard of subgrade, which shall be cleared and shipped to the slag rejection yard on subgrade not suffered by the flow water scouring far away from river road. (5) Proposal for water and soil conservation on borrow yard The borrow yard on the sectional subgrade and station and yard works in the engineering design hasn't taken the water conservation into consideration, so the water and soil conservation measures of grass seeds planting, trees planting and leveling and re-cultivation, etc. on borrow yard shall be added. For the amount of works, refer to table 4.2-7 for detail. For the borrow yard with mainly IV and V types stone, it is suggested to adopt local tree and grass species as per the soil condition to plant grass seeds and trees after the TIOI SECO-ND RA St N R 186 ® TIIE SECOND RAII.WAYS SURVEY A DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project borrow soil on borrow yard completed to recover and compensate the woods and plants. For the borrow yard with mainly II and III types stone, it is suggested to level and return to the local government for reuse after borrow soil completed. Table 4.2-7 Amount of Main Works for Water and Soil Conservation Measures on Borrow yard NewlyAdded Protective Measures Unit Already in Design Amount of Total Proposal Grass seeds planting m2 0 1006454.98 1006454.98 Leveling and planting tree 0 620861 620861 Leveling and re-cultivation mu 0 110026 110026 (6) Proposal and measures of water and soil preservation in main works a) Proposal of water and soil conservation in design of subgrade works The stone pieces protection installed on the slope of subgrade in the main line section includes dry paving stone pieces, mortar paving stone pieces and framed glass planting. The grass planting on the slope of subgrade in the main line section mainly includes the earthwork fence (net), planting grass through hydraulic spray on the side slope of embankment and road cutting. The water drainage system on the subgrade: In order to reduce the scouring effect to the slope on the subgrade of the rain and avoid soil and water loss on the slope of subgrade so as to guarantee the stability of side slope of subgrade, with the principle of "not leading to the submerge, siltation, deviate from irrigation and scouring of paddy fields", the condition of bridges and culvert distribution and condition of hydrologic and water system of surrounding areas shall be combined with the condition of ditch, valley, paddy field and water conservation and irrigation facilities to set the water drainage system on the subgrade and form a complete water drainage system on subgrade and area so as to guarantee the works safety and avoid the soil and water loss. Water drainage works on the subgrade shall be set up in the different sections, regions under deferent environmental conditions, mainly in forms of side ditch, intercepting ditch, drainage ditch, blind drain and chute, etc. ® THE En AW A- SRVE a DSG Nr 187 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jia.ngxi Railway Electrification Speedup Renovation Project Table 4.2-8 Amount of Protection Works for Slope Protection on the Subgrade of Whole Line Administrative Mortar Rubber For Slope Protection (m3) Planting of Grass for Slope Protection (m2) Jurisdiction M7.5 Motor M5 Motor Subtotal Geotechnical Triaxiality Grass Planting Rubber Rubber Net ____________Nc Zhejiang Province 301645 56550 358195 659377 / 1505266 Jiangxi Province 607626 24447 632073 2472343 2941950 Hunan Province 77611 3565 81176 367610 / 317162 Total 986882.5 84562 1071444.5 3499330 4764378 2) Tunnel Works The location of the entrance of tunnel is determined by comprehensive analysis of topographic, geologic and hydrologic condition as well as location of the existing railway, layout of construction site, construction condition, and management requirements. Special attention should be paid to the stability of side and front slope. Generally speaking, the principle of "early in and late out" should be fully carried out in order to reduce tunnel slag amount and damage to the ground surface during construction. All slag should be transported to the designated tunnel slag rejection yard. The principle of "rejecting slag after blocking them" should be adopted to avoid scouring loss of the abandoned slag. The entrance slot, side and front slope of the entrance of tunnel should be guarded by mortar stone pieces and shotcrete. Outside the guarding fence grass should be planted for protecting the slope. Gutters and intercepting ditches should be dug at the top of the inside tunnel and linked with the draining system on the surface ground. 3) Bridge and Culvert Works The rivers covered in the range of this project are mainly Puyang River, Jinhua River, and Qujiang River of the Qiantangjiang River System, Xinjiang River, Ganjiang River, Fuhe River and Yuanshui River of the Boyang Lake System, Lushui River of the Dongting Lake System. Designed flood frequency for the new bridge works in this project is as 1/100; and as 1/150 for culvert works. Therefore, there is minor impact on flood routing and farms irrigation. Factors such as topographic, geologic, and hydrologic conditions of the would-be bridge site, local planning, and construction condition together with current status of the existing railway bridge should be considered in the reasonable deployment of D i - & V ;1 - 188 THE SECOND RAILWAYS SURVEY . DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project bridge span length and bridge type selection. The openings of river bridge in parallel sections should be designed in the same direction of current to ensure smooth water flow. Attention should be paid to the impact on the dam of the upper reaches and scouring effect on banks in the lower reaches, to avoid soil and water loss on banks of the watercourse. When new bridge or renovated bridge is over the watercourse with flood prevention requirement, excessive narrowing cross section of the river by piers should be avoided so as to reduce dam height in upstream of the bridge and ensure the dyke safety. The total length of the bridge should not be less than the distance between flood control dikes on riverbanks. Space should be reserved in the length of the bridge and clearance under the girder for watercourse where there are gradually annual increases of riverbed either naturally or planned or where dykes will be under renovation Slag rejection yard is set up and used exclusively for new super bridge and large bridge works. Rejected slag from foundation cutting of middle-scale bridge, small bridge, culvert works should be cleared and transported to slag rejection yard on railway subgrade in piles or as fillings. Long span culvert should be applied in construction of culvert. Mortar and dry stone pieces are used to build trenches with relevant length to lead the river to the regional water system so as to avoid scouring impact on farms. In consideration of the deployment and structure form of bridge works along the railway, banks protection works should be constructed in river bridge works when it may cause riverbanks erosion. (7) Water and Soil Conservation Scheme for Trench Move Works, Road Move and Construction Access Road Water and Soil Conservation Scheme for River Move and Trench Move Works Generally, trench move can be achieved according to section of the original, but complicated and larger move should be performed by analyzing calculation of hydrologic data so that suitable dimension of section can be decided. The starting and ending point of the new trench should be linked with the original one. When a turn is unavoidable, the minimum change radius must not be less than 5m. New trench is commonly protected with mortar stone pieces (M5.0) on both banks in order to avoid erosion by the river and soil and water loss. b) Water and Soil Conservation Scheme for Road Move ®o TH SECOND RAILWAYS SURVEY & TJES[GN INStITUTl 189 TMHE SECOND RAILWAYS SURVEY k DESIGN INSTITUTRE18 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project The surface of the existing road should be utilized and length of road to be renovated or built should be reduced as much as possible. Natural road slope are kept to reduce time spent on road cutting and quantities of filling of rejected earth to the road embankment. The earthworks and stonework collected from the new road should be allocated and used as filling to reduce amount of earth rejected and taken. The surface of the slope of the new road subgrade is paved with mortar stone pieces (M7.5 and M5.0). Grass seeds are sowed to protect side slope for avoiding erosion caused by water scouring. (8) Water and Soil Conservation Scheme for Temporary Works The existing road should be fully used as construction access road so as to cut down expropriation of land and damage area of water and soil conservation facilities. It is necessary to use stone pieces to protect side slope of the subgrade of newly built construction access road and to reinforce drain system works of it in order to lessen soil erosion. After completion of the works, roads that can be further used are passed to be under management and care of the local government; those which can not be used are renovated for re-cultivation or grass and trees growing. Each temporary construction camp should be cleaned, leveled off, and re-cultivated or afforested after the construction is over. (9) Planting measures on water and soil conservation 1) Selection of greening tree species The main tree species and shrub suitable for the weather condition of regions along the line include fir, oak, masson pine, cedar, red wood, cryptomeria, Chinese fir, grand foliate mallet, camphor tree, evergreen broad-leaved forest mainly belongs to castanopsis (Chinese Guger Tree, myrica rubra, rhododendron, oriental blueberry, oil-tea camellia and tung tree), shrub of oak type and club moss under the wood, Dicranopteris linearis, bamboo forest and sweet flag, etc. The main grass species for water and soil conservation suitable for the weather condition of regions along the line include Diels Stephania, weeping lovegrass, complication, gini grass, korean lovegrass, villosa grass, Bamao, dallisgrass, Anzha Bermuda grass, cluster leave rosinweed and white clover, etc. a6 in M = At' V! 'l' fl- rA190 THE SECOND RAILWAYS SURVEY & DESION INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 2) Proposal to the greening works Greening shall be carried out within the re-construction of main line and circuitous sections in 639.223km. The greening section of subgrade works shall be the two sides on the lines except tunnels, bridges and deep road cutting sections. 3) Density and quantity of forestation works n Density of forestation a. Under the poor planting growth condition due to the thin land layer and low fertility soil, planting shall be in reasonably narrow spacing, but the spacing should not be lower than 1.5x1.5m between arbor trees and 0.5xO.3m between the shrubberies. Container raising seedling transplanting can be adopted for trees planting on the slag rejection yard to guarantee there are certain soil and water at the foot of THE plantings. b. Under the favorable planting growth condition due to thick soil layer and rather high fertility soil, planting shall be in reasonably wide spacing, but the spacing shall not larger than 2x2m between arbor trees and 2x Im between the shrubberies. H Amount of forestation The planting of main works shall be carried out from side ditches on the two sides of subgrade to the bound of railway used land with the density of 2x2m and two lines on each single side. 967,700 trees shall be planted in the works (the amount has been included in the works design), which is equivalent to 3266 mu forestation area. 8) Conclusion Due to the topography within the scope of the entire line being fairly slow in the formation of landforms and topography, the earthwork for the entire line totals 404.95x104m3, in which excavation is 3863.63x104m3, packing 2541.33x104m33, cut and fill 1422.05x104m3, borrow soil 1200.01x104m3, purchasing commercial soil 135.71x104m3, dumping 2217.61x104m3,using slag form tunnels as filling 7.53x 104m3, mainly in the form of embankments. The excavation and backfilling of the earthworks will produce an impact on the ecological environment so the main works will adopt corresponding conservation measures in the engineering and conservation measures for vegetation as well. The implementation of these measures will be beneficial to reducing the impacts that the earthwork projects will have on the ecological environment. In this project, the borrow soil 1200.01x104m3 and dumping 6!D iA g - Mb Q t 1E il~ ~191 TIIE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 2210.33x 104m3 shall be protected by planting measures of rewarding wall and tress and grass planting so as to lower the soil and water loss caused by the borrow and dumping soil to the least level. 4.3 Forecast on influence of acoustic environment and mitigation measures 1) Forecast on influence of acoustic environment during construction period The construction noise during the construction period mainly consists of construction machinery noise, transportation vehicle noise, demolishing noise and civil work construction noise. (1) Construction machinery noise The construction noise will result from various machinery and equipment being used in the construction zones, these machinery and equipment include: pay loader, excavator, bulldozers, pile engines, concrete mixers, medium crane, etc. These kinds of machinery are mainly noise sources during construction. Please refer to the Table 5.4-1 for the intensity of the sound sources. (2) Transportation vehicle noise Various equipments, material and a lot of the earthwork in railway project construction are mostly transported to the building site by trucks. Part of the materials and equipment will be transported to the adjacent station through the railway, and conveyed to the building site by vehicle. The transport vehicle generates traffic noise during operation; especially the noise radiant intensity caused by heavy-duty trucks during operation is relatively high. The frequent travel of various transport vehicles in the construction zones, service roads and V p* l - a m iQ Tt "P 192 TIIE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project existing roads will cause the traffic noise to impact the surrounding environment. Please refer to the Table 4.3-1 for the intensity of sound sources from transport vehicle during normal use. Table 5.4-1 indicates that during the earthwork construction period, the construction noise in the daytime at places 120m away from the operation point of construction machinery can meet the standard limits of 75dB (A) specified in the "Noise Limits for Construction Sites" (GB12523-90). During the decoration period, the construction noise in the daytime at places 120m away from the operation point of construction machinery can meet the standard limits of 65 dB (A). Table 4.3-1 Intensity of Sound Sources from Transport Vehicles During Normal Use Name of Noise Rating Leq (dB (A)) Construction Machinery lOm 30m 60m 120m 220m Bulldozer 76-82 66-72 60-66 54-60 <40 Excavator 76-84 66-74 60-68 54-62 <40 Shovel loader 76-82 66-72 60-66 54-60 <40 Pay loaders 81-84 71-74 65-68 59-62 <40 Rock hammer 82-85 72-75 66-69 60-63 <40 Diesel Fuel 90-109 80-99 74-93 68-87 44-63 Pile Driver 6t) it M -ji ?T9 i it R 193 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Drop hammer 94 -105 84-95 78'-89 72 - 83 48-59 pile driver Grader 78-86 68-76 62-72 56-64 <40 Road roller 75-90 65-80 59-74 53 -67 <45 Concrete Mixer 70'-86 60-76 54-70 48-62 <40 Truck 72-82 62-72 56--66 50-60 <40 Riveting machine 82-95 72-85 66-79 60-73 <49 Tractor 75-90 65-80 59-62 53 -68 <45 Mobile generating 75'-88 65'-78 59-72 53'-66 <45 set Vibrator 70-82 60-72 54-66 48-60 <40 Winch 84-86 74-76 68-70 62-64 <40 Heavy-duty crane 85-95 75X-85 69-79 63-73 <49 (3) Demolishing and civil work construction noise During the electrification renovation, not only will a lot of existing buildings will be demolished, but also many new buildings will be set up. Much of the construction noise will be generated during the demolishing and building process. Please refer to the Table 4.3-2. THE SECOND RAILWAYS SURVEY H DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.3-2 Sound Source Strength of Construction Noise Construction Floor Floor Loading Pounding Electric Electric Electric Terrazzo3beet Stee Steelwort ound Source Removal Smashing and of Drill Grinder Saw Drill Machine Forming Transport Rod of Ballast Distance of measuring 25 25 10 7 1 1 1 7 10 10 point (m) ource strengt 94.5'- 100.4- 92.4-97.675.1-84 3.5-96.f 89.9' - 1.5-99.7 '14-98' 94.15 91.3'- Leq (dB (A)) 100.2 105.4 10467. .-8.35''6 .3 '9 149. 108.5 128.9 Spectral Medium- Mdu-Mdu eimMdu-Hg Medium- Medium- High High l ~~Medium- Medium- MedimiMdiu High Mdu- eim characteristics high high feunyrqecy high feuny high high frqecfeuny frequency frequency f equency frequency fequency frequency frequency According to the timetable for the construction period, most of the construction periods for the construction areas are relatively short, so the duration of construction noise impacts will also be short. However, the degree of impact is very high according to Table 5.4-1 and Table 5.4-2. Both the sound source and the distance from surrounding sensitive spots determine the impacts of the construction noises. 2) Forecast on influence of acoustic environment during operation period (1) After the electrification project, the factors that will raise the change of environmental noise are: The number of pairs on the entire line presents an increased tendency in the short and long-term. Except in the junctions and some speed-limited areas, the speed of passenger train on the main line will increase to 200Km/h, Speed of SS9 traction as) !fi ffi -_ J V QR it 1E 195 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project passenger train will increase to 14OKm/h-16OKm/h,and the train running exposure sound level will rise. Please refer to the Table 5.6 for the intensities of major railway noise sources. The fixed traction number of freight cars increases from 3300t and 3500t to 4000t, the number of through and sectional freight train units increases by about 50, the number of pairs of freight car presents a decreased tendency, The speed of freight cars will also increase to 80Km/h except in the junctions or speed-limited areas, the train impact exposure sound level will rise. Except for the reduction in the number of train pairs in the Jinhua Region and Yingtan Junction, the volume of passengers and freights on the entire line will all show an increased tendency, the exposure time of train running will increase as well. About the volume of passengers and freight, please refer to Table 2-2, which including 13 passengers train in short term and 15 passengers train in long term. Please refer to the Table 5-7 for the change of each section. Please refer to the Table 6-7 for the change of railway transportation capacity and volume. Since the protective barrier will be set up at the 140Km/h sections of the line, the effect from the train whistles can be largely reduced. The gapless track will be laid in the line, the exposure sound level of train wheel track noise will decrease 3-5d. After the diesel traction has been changed into electric traction, the noise from train head will be noticeably reduced. According to the current situation and analog monitoring and statistic results, the passage noise of electric locomotives are similar to the vehicle noise; and the passage noise of diesel locomotives are usually 3 to 8dB higher than vehicle noise. © New project shall be the section (round and take the straightened section) of new build or rebuild. Railway noise shall be the main noise sources of this section alone with the construction of the project herein. (2) The invariant factors before the project are: (XD The features of noise source radiation in each existing section and depot are invariant. © The basic relationship of relative location between sound source and assessment spots will remain unchanged except some of the lines in the renovation. ®v: t M M = m V Q it r 196 THE SFCOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 3) The running speed of passenger and freight trains in Hangzhou, Nanchang, Yingtan and Zhuzhou Junction will also basically remain unchanged. (A) The surrounding environmental situation of the sensitive spot will be invariant, which means the background noise will also be invariant. (2) Forecast method The noise forecast in this time will employ the method combining both module method and analog monitoring. For the sensitive spots rebuilt and extended based upon the existing foundation within Hangzhou, Nanchang and Yingtan, etc. Functions along the line, since the surrounding landform and distribution of building has little change along the existing line, the noise forecast will calculate the equivalent sound level A of environmental noise in each forecast spot based upon the adoption of analog monitoring on source intensities and combination of designed annual operation working volume. Lp = Lpo - K lg(r/ro) - Lc (1) Forecast Mode (D Sound level calculation mode In the formula: Lp-- Sound level (dB) of sound source at the forecast spot (r m from the sound source.); Lp,-- Sound level (dB) of sound source at the reference spot (ro m from the sound source); aS) in %A -1- a V t11i- R 197 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Lc-- Correction sound level. According to the "Technical Guidelines for Noise Impact Assessment "(HJ/T2.4- 1995) and "Acoustics--Attenuation of Sound During Propagation Outdoors Part 2: General Method of Calculation " (GB/T l 7247.2-1998). K-- Sound level geometrical attenuation coefficient, according to the relationship between geometrical dimension of sound sources and propagation distance, locomotive whistle, locomotive radiation employs K=20, wheel track noise employs K=10. 0 Equivalent sound level calculation mode n Leq= IOlg[J 100°Lb *t,]lT i=l In the formula: Leq-- Continuous equivalent sound level A (dB) in the forecasted period of time; T-- Forecast period of time (S), daytime T=5.76 X 104, nighttime T=2.88 X 104; Ti-- Accumulated actuation duration (s) of type i sound source; Li--Sound source (dB) of type i sound level at forecast spot; ( Explanation of forecast error in forecast mode According to the comparison between calculation results and actual measurement results, after the count and analysis, the error of above-mentioned forecast mode is ± 1.6dB. vc it A = 9 % R;l- r 198 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project (A) Technical conditions for forecast Forecast period of time: The short term is 2011 and the long term is 2016. Traction type and Traction quality: Passenger car is of motor train unit and SS9 electric locomotives traction, freight car is SS4 electric locomotive traction, and the Traction quality is 4000t. c. Length of train According to the fixed number of locomotive traction and passenger car units, the adopted train lengths are forecast calculation in Table 4.3-3. Table 4.3-3 Length of Passenger and Freight Car Unit: m Passenger Car Freight Car Line Lg ..Cruising Through Train Distance Intercity Spee and Local Way Lostangce nerit Speed Train Freight Zhejiang to Jiangxi, Beijing to Kowloon, Beijing 400-450 225-300 260 715-744 440-500 to Guangzhou, Shanghai to Hangzhou d. Train running speed Please refer to Table 4.3-4 for details. 6 V; A & M=g - m m Q tR k 199 TUIE SECOND RAILWAYS SURVEY & DESIGN INSTIrUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.3-4 Table of Train Running Speed (Unit: Km/h) With the Stations Passing Trains, Type of Train Sections outside of Stations Though l Mainline ~~~~Throat Areas Mainlinel Freight car 60-80 3060 <35 Passenger Car 140-200 120-200 <120-200 e. The distribution of car running in daytime and nighttime Currently, the distribution of passenger and freight cars flow volume is well-proportioned, the car flow volume is 600%o-70% in the daytime and 30%40% in the nighttime, the flow volume of cars in the daytime at Hangzhou, Nanchang, Zhuzhou and Yingtan Junctions can reach about 80%. The noise forecast assessment is carried out according to the statistical results of the current investigation on car flow volume and analog investigation results. f. Train whistles time Noise forecast will not consider the whistle of locomotive on line of whole close down, and to ensure the accumulated whistle time in the daytime and nighttime according to related regulations in the "Regulations for Technical Management of Railways" for speed- limited section. g. Noise source intensity The design of ZheGanLine Railway Line employs 25m rails in 60Kg/m, the D id S -_ a V i~ 4t r 200 THE SECOND RAILWAYS SURVEY & DESIDN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project running speed of passenger cars is 20OKm/h, 140Km/-160Km/h and 90-120 Km/h on partial speed-limited section, the running speed of freight car is 80Km/h. For the section with speed of 200Km/h, this assessment plans to employ the existing noise source intensity of running high-speed trains which defined in Pre-research on evaluation of circumstance for Beijing to Shanghai high-speed railway to ensure the conclusion of research. For the section with speed of 14OKm/-16OKm/h and 120Km/h, this assessment plans to employ the existing source intensity data of high-speed trains in Guangzhou-Shenzhen-Zhuhai through quasi line to carry out noise forecast with reference to the results of "Research on Noise Transmission Laws for Train Operation" published by the Northern Jiaotong University. The working source intensity in stations along the ZheGanLine Railway Line is by the data of current monitoring. Please refer to the Table 4.3-5 for the noise source intensities. Table 4.3-5 Intensity of Noises Source on Main Railway Item Souind of Operating Location of the Average lItem Sound Sr nl>ntate Measuring Point ^Sound Description Source Sae MauigPnt Level Arriving and departing trains fr.om 15-30Km/h 30m away from 62-72 U t e the station the central line Used the exosti t Station throat and materials of the area center Zhejiang to Jiangxi Line Passing train 50-80 Km/h 30m away from 76-82 the central line Passing Freight Car 70-80 Km/h 30m away from 83-86 Materials of the train, the central line Source strengths mainline of the section Guangzhou to Shenzhen and Cassener 120-160Km/h 30m away from 85-89 Zhuhai through Passenger the central line trains TIIE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Refer to Pre-research on evaluation of 30m away from circumstance for 200 Km/i'h the central line 88.1 Beijing to Shanghai high-speed railway 106 High frequency Locomotive whistle 30m away from forward direction the central line 102 Lateral high frequenc Broadcast speakers within Distance 15m 88-92 Single forward the stations direction Retarder Distance 15m 88-106 3) Forecast results of railway noise The forecast results of railway noise in each assessment spot within this noise assessment scope are listed in the Table 4.3-6. ®! 2K i0 2 - m I it 1 202 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE Table 4.3-6 Noise Forecast & Evaluation Sheet of the Entire Line z Position Forecasted Current Forecasted Amount 0 Relative to Value-Current Standard Value Exceeding r the Railway Value Noise Rating Noise Rating LA,(dB) Standards i m L)d) A( (dB) (dB) % Factors in the CD ~ ~ ~ ~ ig ih h ~ ~Fluctuation of o-!Y. o~ X U = cDay Day Day ig Day Night Day Night D- Railway Noise 0~~~~~~ O Ro X t: S V5 0~~ time time time time time time time time time time c Short 73.6 72.9 10.8 11.0 3.6 2.9 More Increase of 22 Bailutang of 11 1 3 tr 68 619- 70 70 than 100 passenger trains Xiaoshan teog 74.2 73 . 61.9 115 70 2 3.4 Househol and decrease of 2 village ____term _____________ds Ifreight trains in the Gaotianchen Short 60.2 1.4 0.2 short-term. Primary 2- 5 3 term 60. / .4 60.0/ 104 Increase of 42 School of Long 58.8 2I 160 9 Peoples passenger trains Linpu t-rm3 60.9 / 2.1 / 0.9 = and 4 freight trains Gaotianchen Short 73.5 72.8 10.3 10.4 3.5 2.8 More in the long-term. of Linpu term thn12_are_sed_au village, 3-1 15 -3.5 63.2 62.4 70 70 than 120 of passenger train C DXiaoshan Long 74.1 73.3 10.9 10.1 4.1 3.3 Househol is 200 Km/h. (old district)____trdsi20Kmh O Xinzhatou 4-1 15 -35 Shodt 73.0 72.3 11.2 11.6 3.0 2.3 More 0 D village of temthan 50 !? ~~4-1 15 -35 -er 61.8 60.7 ~- 70' 70 Ho-eo - Jmihuatown, teormg 73.6 73.0 11.8 12.3 3.6 3.0 ds Fanlichen of Short 73.6 72.9 7.9 8.3 3.6 2t9 More vinlage 5-1 15 -2.0 tert 65.7 64.6 70 70 3.6 60 village ~~~~Long 74.2 73.4 8.5 8.8 4.2 3.4 Househol termt_ _ _ _ _ _ _ _ _ _ ds Zhujiata of Short 73.6 72.9 8.4 9.7 3.6 2.9 More Linpu 6-1 15 -3.5 termn --- _ 65.2 63.2 70' 70* than 380 Village ~~~~Long 74.2 73.4 9.0 10.2 4.2 3.4 Househol Village ~~~ ~~~~~Iterm II I I Id Xieayiu of 7-1 15 4.0 Shon 73.6 72.9 62.8 61.2 10.8 11.7 70 70 3.6 2t9 More Meici term than 70 6N RWAY S _ SIUN NTIT 203 THE SECOND RAILWAYS SURVEY & DESIGN INSTITUTE village, Long 74.2 73.4 11 4 12.2 4.2 3.4 Househol zhu it ___term 72 7414 22 ____ ds Quamniansh Short 73.6 729 16.1 179 36 2.9 More village, 8-1 15 -3.5 tern 57.5 55.0 70* 70' than 110 an oe,it 3 Long 74.2 73.4 16.7 18.4 4.2 3.4 Househol °Zhluji C ityb ___ 1 __ -2.0 term 73__ 6___ 72_ 9__ 578 5.d64s 0 0 36 29 6 2 Zhanghuang Short 73.6 72.9 10.8 18.9 3.6 2.9 More of Zibu 15 -20 term 76 9 8 540 13 than 120 villa9e, Long Househol Zhuji City term 741. 194' ds Pingxi of Shrt 73.6 72.9 10.8 11.5 * 3.6 2.9 thar20 Zibu village, 10-1 15 -2.5 term - - 62.8 61.4 70* 70 thoaneho0 Zhuji City Long 74.2 73.4 11.4 12.0 4.2 3.4 dHousehol T}IF_______________ _ SE Dter RAILWAYS SURVEY _ _ ____ _ INSTITUTE TIESECOND RAILWAYS SURVEY &DESIGN INSTITTE 2)0 4 Table 4.3-6 (continued) z Z Position Forecasted Current Forecasted Amount Z 5 o Relative to Noise Value - Standard Value Exceeding x5 CD H o o the Railway Value LAeq RatingLA, Current Noise LAeq (dB) Standards cD (in) (d ) (dB) Ratin (dB) (dB) m Factors in the CDn <5> PRI C I N' 5 o Fluctuation of Day Da Day ighDay Day Night Railway Noise NighDaNighy NightDa Nih Day t t t~~~tie im time time time time time time time time R2 c t 0 - 5 5 tie t FoSanyang ofShort 72.5 71.9 8.2 10.0 2.5 1.9 More Zhuji City term .than 100 , Zibu village, 11-1 20 f-5.5 64.3 69. 70 70 Hho t o Zihl gieCit ~~~~~~~Long H327. 27 1