World Bank Financed E884
Public Disclosure Authorized VOL. 2
ZheGanLine Railway Electrification Speedup
Renovation Project
Environmental Impact Assessment Public Disclosure Authorized
Environmental
Public Disclosure Authorized Impact Report (3rd Edition)
Beijing OASIS Environment Protection Technology CO, Ltd
Public Disclosure Authorized 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.
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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 'sRepublic 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
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13) State Council Document GF [2000] No.31; "State Council s Circulation Concerning Further Advancement of the Nation-wide Construction of Environmentally-FriendlyRouteways. "
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 InternationalFinancing
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 ProtectionRegulations for Railways. "
23) Railroad Development Planning Commission TJ [2001] No.8; "Circulation of
the State Council s Notice ConcerningFurther Advancement of the Nation-wide Construction of Environmentally-FriendlyRouteway."
6X)M Sg- mV it R 3 O D TIlE SECONDSURVER & 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 SECONDSURVER & DESIGN NSTITUTE0P 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.
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 SECONDSURVER A DESl Table 1.7-1 Standards for Environmental Noise Unit: dBA Standard Value CA eTypeof Class of Sensitive catin of tie Name of Standard Standar Remarks = Receptor ~Receptorsd receptors trcsRila Emission Standardsie And dusd Noiseo0m away from the Measurement Methods Of sensitive central line of the Railway N Ooise f 4 70 70 5 Resideptors outside tracks Boundary Alongside receptors ~~~~~~~RailwayLines ______(Gbl2525-90) 30 to 60m away from the Standard Of central line of the Environmental Noise Of 4 70 55 : Residential outside track Urban Areas (Gb3.96-93) N area 60m or more away from Standard Of the central line ofthe Environmental Noise Of 2 60 50 ______outside track Urban Areas (Gb3096-93) No control on the noise Shoopitals, and Outside the classrooms in the hospitals and and student dormitories evening other at the schools and GHH[t999] No. 46 2 60 50 as none of especially sickwards of the GHH[1999] No. 46 the structures, hospitals structures. ~~~~~~~~~~~~~~~~~~~~~~~residestudentsat the school. Emission Standards And Noise 30m away from central Measurement Methods Of Noise 30m away from central Railway Noise On The 70 70 sensitive lne the outermost side Boundary Alongside receptors track Railway Lines ______(GbI2525-90) First row of buildings in :: ~~~~~concentrated residential Concentrated c Standard Of reienilresidentialo structuresof the track on boththat aresides Environmental Noise Of 4 70 55 areas (sites) wh the assesmet Urban Areas (Gb3096-93) ______scope. No control on the noise 0 Schools, Outside the classrooms in the < hospitals and and student dormitories evening cD other at the schools and GHH[I9991 No. 46 2 60 50 as none of sensitive sickwards of the the structures. hospitals structures. ~~~~~~~~~~~~~~~~~~~~~~~residestudentsat the school. TSCDRRDSiIF XAJLEAYS T 7 ®THE SECONDSERVFR 1 DESIGNINSTITUTE OSf RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Construction noise: Performs to "Noise Limits for Construction Sites" (GB12523-90). For the specific standard limits refer to table 1.7-2. Table 1.7-2 Noise Limits for Construction Sites Unit:dB(A) . ~~~~~~~~~~~~~NoiseLimits Construction Main Noise Sources Stage Daytime Night time Earthwork Bulldozer, excavator, pay loader, etc 75 55 Piling Various types of piling machinery, etc 85 construction Structures Concrete mixers, vibrating bar, electric 70 55 saws, etc ______Decoration Cranes, lifers, etc 65 55 2) Air Environment Performs to the Class II standards of the HF2001 document No. 1; "Ambient Air Quality Standards" (GB3095-1996). Refer to Table 1.8-3 for specific items and standard limits. Table 1.7-3 Class II Standard Values for Ambient Air Quality Pollutant Density Standard Unit of Density Yearly Average Daily Average Hourly Average 0.50 mg/m3 SO 2 0.06 0.15 TSP 0.20 0.30 / (standard state) 0.24 NO2 0.08 0.12 Existing and newly added boilers respectively perform to regulations for Category II districts, period I and II of the "Discharge Standardsfor Air Pollutantsfrom Boilers" (GB 13271-2001). 3) Surface Water Environment (1) Within Zhejiang Province The water surface performs to "Standardfor Environmental Quality of T- SLOND SRER DEII.N MTMTE F RILWAYS8 8 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Surface Water" (GB3838-2002). The receiving bodies of water for the East Hangzhou Locomotive Turnaround Depot and Qiaosi Locomotive Depot perform to Category IV standards. Shangtanghe River performs to Category IV standards while the Jinhuajiang River performs to Category III standards. Wastewater discharge performs to the Class 1 standards of the "Integrated Wastewater Discharge Standard' (GB8978-1996) and performs to the class 3 standard in the "Integrated Wastewater Discharge Standard' (GB8978-1996) for wastewater entering the municipal wastewater treatment plants. The irrigation ditches that are the receiving bodies of water for the existing and newly built stations along the railway perform to Category I standards in the "Standardsfor Irrigation Water Quality" (GB5084-92). (2) Within Jiangxi Province Table 1.7-4 Implementation Standards for the Environmental Impact Assessment Within Jiangxi Province Performed Category of the "Standard for No. Station or Depot Environmental Quality of Surface Water" (GB3838-2002) Tail end of the pipe network of the Xinjiang I Shangrao Locomotive Depot River performs to category III water body standards Irrigation ditches performs to category IV 2 Existing Yingtan Locomotive water body standards. Donghu Lake Depot performs to category III water body standards. Existing Nanchan Tail end of the pipe network of the Ganjiang 3 Locomotive Depot River performs to category IV water body standards Xiangtang Locomotive Depot, Tail end of the pipe network of the Fuhe 6 Xiangtang Xitan Stationed River, Ganfu Main Canal performs to Locomotive Turnaround Category III water body standards. Depot Xinyu Locomotive Tail end of the pipe network at the 7 Xmyu Locomotive Kongmujiang River performs to category III Turnaround Depot water body standards. a in M = i ; 3 -R it 1IA TIIE SECONDSURVER . DESIGNNSTITUTE OF RAIHWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 8 Pingxiang Locomotive Tail end of the pipe network at Pingshui 8 Turnaround Depot performs category III water body standards. Tail end of the pipe network that is drained into irrigation ditches performed category V Other existing and newly built water body standards. The pipe network that 9 stations is drained into the city sewer performed class 3 standards of the "Integrated Wastewater Discharge Standard" (GB8978-1996). (3) Within Hunan Province: The Xiangjiang River, the receiving body of water of the North Zhuzhou Freight Turnaround Depot performs to category III standards in the "Standardfor Environmental Quality of Surface Water" (GB3838-2002). The Baishi Port performs to category IV standards. Discharge of sewage performs to Class I standards in the "Integrated Wastewater Discharge Standard" (GB8978-1996). The sewage produced by other stations and depots along the line that are directly drained into irrigation ditches shall ensure that the water quality of the nearest irrigation water catchments conforms to "Standards for Irrigation Water Quality"(GB5084-92). Water bodies that drain into water areas for agricultural use perform to Category V standards of the "Standard for Environmental Quality of Surface Water" (GB3838-2002). Sewage discharge performs to Class II standards of the "Integrated Wastewater Discharge Standard' (GB8978-1996). For the relevant standards of the "Standardfor Environmental Quality of Surface Water" (GB3838-2002), refer to Table 1.7-5. Table 1.7-5 Limits of the Standards for Environmental Quality of Surface Water Unit: mg/lBesides PH) No. Item Category HI Category V I PH 6.5-8.5 6-9 2 Chemical Oxygen •20 •40 Demand (COD) a it hM = Qilt, 10 THlESECOND SURVER a DESIGNINSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 3 Biological Oxygen I 0 I._____ Demand (BOD5 ) 4 Petroleum Type S0.05 -1.0 For the relevant standards of the "Integrated Wastewater Discharge Standard" (GB8978-1996), refer to Table 1.7-6 and 1.7-7. Table 1.7-6 Highest Allowable Discharge Density of Category 2 Pollutants Unti: mg/l(Besides PH) (For units built prior to December 31 st, 1997) No. Pollutant Class I Class 2 Class 3 No. Pollutant Standard Standard Standard 1 PH 6-9 6-9 6-9 2 Suspended Substance (SS) 70 200 400 3 5-day Biological Oxygen 30 60 300 Demand(BOD5 ) 4 Chemical Oxygen 100 150 500 Demand(CODr) 5 Petroleum Type 10 10 30 6 Plant and Animal Oil 20 20 100 7 Living Anion Surface (LAS) 5.0 10 20 Table 1.7-7 Highest Allowable Discharge Density of Category 2 Pollutants Unit:mg/l(Besides PH) (For units built after December 3 15t, 1997) No Class 1 Class 2 Class 3 il No | Pollutant Standard Standard Standard 1 PH 6-9 6-9 6-9 t> g S _=J A i t [t 11 ® THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS Project EA Report on Reconstructed Zhejiang-Jiangxi Railway ElectrificationSpeedup Renovation 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 on A signal-to-noise ratio*30dB is used as the basis of the protective distance radio/television signal reception for the electrified railway. 1'HF SECONDSURVER & 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 LVa i r13 THIESECOND 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 THES CON -& S N O R 1 4 THE SFCONDSURVER A DESIC.NINSTITUTE 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; 6STHETHESECONDSCi SURVERSUER .&DESIGND ISTITEONSTITUTE OF RAILWAYSR 1 5 Renovation Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup 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 locomotionND2, 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 909.838 I Length of main line Km Land occupied Mu 43309.7 2 Among which Temporary land Mu 7951.8 4 3 Total earthworks X 10 m 6404.95 4 3 3 Filling X 10 m 2541.33 Among which 4 3 Excavation X 10 m 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 OFifEI 1 6 ®THES SECOND SURVER h DESIGNINSTITUTE OF RAILWAYS 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 c)X realignment o. Total (single track) 360.69 511.858 0 71.936 944.484 shiftingUs °n(gOwhic2hhAfmo (0-0.2m) ) 33.04 75.82 4.484 113.344 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 ; 3 construction area: 4267.92 X 104m ; masonry works of earth-retaining wall: DIE SO SA E-- m I STI RIWt 1 7 ®OD TIIE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-JiangxiRailway 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 10 4m3; masonry works of 3 ballast-retaining wall & earth-retaining wall: 15.29X 104m . 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 THESCN S = D NT iDE WtAY ®W THE SECONDSURVER 1x DESIGNINSTITUTE 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[ SECON m & Ea iNi OFRA OD TIIE SECONDSURVER h D)ESIFNINSTITUTE 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 4 3 The cubic meter of earth and stone utilized by the Project is 6404.95 X 10 m , 4 3 in which the cubic meter of excavation is 3863.63 X 10 m and fill is 2541.33 X 104m3, the utilized area for cleaning, excavation and backfilling is 1422.05 X ESENa SV &_C TT OFRAIWY 20 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 10 4m3, 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 SECONDSURVER & 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 0 43.3 °C, lowest annual temperature is from -11 C 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 -:: fhV il- 12 2 THE SECONDSURVER & DESIGN NSTITUTEOF 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 forest cover C/o) 51.2 52.8 42.3 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 2 3 gJ F ;R it t THE SECONDSURVER A DESIGNINSTITUTE OF RAILWAYS Project EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation 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 G'nrhim wWaterand i e*tsk Tnurpouatni Land Region area land plot area and bhnd uIt 165.35 608.91 Hangzhou 16596 2532.82 918.70 10071.76 3.1 1455.12 840.24 city 178.45 Zhuji City 2317.94 576.45 135.41 1118.41 / 131.43 141.67 29.50 382.42 Jinihua 10926.2 2412.03 913.54 4671.45 / 326.02 322.61 448.95 city 66.62 548.46 Quzhou 8841.12 1421.38 737.94 5421.32 257.4 329.37 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 = ta a il- 2 TIIE SECONDSURVER & 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:nn ubTi Shangrao 22826.04 4053.10 352.70 12743.84 City 2.08 2153.95 873.69 165.23 2481.45 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 cityI 0.12 237.57 161.12 41.89 241.67 Yichun 18637.6 4936.80 245.32 10467.25 city 2.61 1031.66 748.02 184.31 1021.70 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 city 561.05 679.98 86.20 1027.73 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 SECONDSURVER & 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 BoundaryCity 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 ga 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 64TILESO SEV -_ mD I T i- AILWAS 2 6 TIIE SECONDSURVER &r DESIGNINSTITUTE 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 (10,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 THESECOND SURVE &DESICN [NSTITUTEOF gAILWAYS Renovation Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup 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/NoName ng line -built railway line Within Bailutang Rerouted This village has over 100 households, most of their Refer Zhejiang Section to 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 2XLiaoshanpu Town, K36+100 110the line in 5 classes of 5 grades. It has one two-story DocumentDo.94 Xiaoshan teaching building. District No.94 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 4 Xinzhatou 0 5 ihtsie fThis village has over 50 households, most of their RfrRefer tot 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 6A* &ESNa 'IV FRit 2 9 % THE SECONDSURVER e DESIGNINSTITLUTE 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~~~~~~~~~~~~~~~~~~~~~~~cefernto 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 clearance 9 __K 9 6 0ag _ village ifCity 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~~~~~~~~~~~~~~~~~~~~~~~~~~~~~cefernto Villyange Ziu The railway This village has over 100 households, most of their standrd for K68+600-+800 120 20 crosses the buildings are of 2 to 3-story buildings constructed 11 Town, Zhuji railway City village in 1980s or 90s. clearance Vogiage hibu Letsd fThis village has over 100 households, most of their 3 12 Town, Zhuji K69+800-K70±000 40 the lItne buildings are of 2 to -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 - ~~~~~~~~~~~30 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 Zhejiang Refer to Section 14 Village, Zhibu K77+700-K78+000 20 crosses the buildings are of 2 to 3-story buildings constructed Province standards for Town, Zhuji City village in 1980s or 90s. ranlway Guanzhuangqian The railway This village has over 120 households, most of 15 their Refer to 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 crossesthe 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 SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project most Refer to Shiwufang and Shiwufang Village has over 130 households, Left side of of their buildings are of 2 to 3-story buildings standards for Shisanfang has railway 21 Villages, K83+100-+900 15 the line constructed in 1980s or 90s. Shisanfang Village of clearance Wangjiajing over 200 households, most of their buildings are 1980s or 90s. Town, Zhuji City 2 to 3-story buildings constructed in Refer to Chaokeng L This village has over 150 households, most of their -+5 0 the line bidnsaeo2to3tryuligsconstructedcntued standardsrailway for 22 Village, Town,huJiPaitou ity K4+400+750K84+400 30 Left side of buildings are of 2 to 3-story buildings clearance Town, Zhuji City in 1980s or 90s. Left sid of This village has over 450 households, most of their Refer to Yijing Village, rlearilwa Town, K85+650-+900 30 te lsie buildings are of 2 to 3-story buildings constructed 23 Paitou calearac Zhuji City teln in 1980s or 90s. ThESECONDAR SURVER &DESIGN Nt 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 range n S/No Name Existi Newly-built withrailway the standard 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 2Vangua 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 CityVillage, aihua K185+0K +050 0 15 Right side of buildingsn18s are of 2 to 3-story buildings constructed standardsclearance for 2 0 9 Zhuji K eTown, 1000the line bi 1980ls ar orn railway Wangjian This village has over 40 households, most of their Refer to City K8 00K +10 415 teln in18so9s.clearance 27 T n, Anhua K 80 +000+2 15 esses15j2 o buildings are of 2 to 3-story buildings constructed sailay 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 .~ ~~~~~~~~~on Zhjiteln n18s ala Village, Anhua reconstructe ~~~~~~~~~~~~Thisvillage has over 170 households, most of their standrd for 30 iTow Vhuiae 1 1 Left0'~+5railwa buligsaeof2t -story buildings constructed rtailwayd o 6i)~~~~~2K5 KK390K0+0 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 households, most of their standards for TXidong Village, Left side of This village has over 100 20 t side buildings are of single-story houses constructed in standards for 31 Town,Zhengjiawu K+700 railway 31 Town,K106+400 Jinhua 30 ~~the line clearance city 1980s or 90s. Refer to Xingzhai Left side of This village has over 120 households, most of their standards for Town,ainVillage,1Su00xi5buildings are of 2 to 3-story buildings constructed 32 Village, line in18so 0.railway Town, Jinhua ~~~~~~~thein18so 0.clearance City most of their Shilipai Village Right side of This village has over 80 households, 2 to 3-story buildings constructed 33 (new station in K126+500 30 newly-built buildings are of Yiwu City) station yard in 1980s or 90s. it Xiuhu Living Left side of Xiuhu Living Quarter was built in 1980s. Now of their buildings are of Type 4 34 Quarter, Yiwu K131+650-K132+650 20 the line has 800 households, most City 4-story buildings. Now it Shengli Living Left side of Shengli Living Quarter was built in 1990s. of their buildings are of Type 4 35 Quarter, Yiwu K131+650-K132+650 40 the line has 600 households, most _6-story buildings. ______City ._t_e_ine 3 4 THE SECONDSURVER & 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 n Noise range S/No Name Existing Newly-built withrailway the standard .______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 ovry12househldns, 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 ~~~~~~~~~~~~Thelie 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 )THE SECOND SS mDESIGN INSTitUTE OFRAILWAYS3 5 ®i THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang Jiangxi Railway Electrification Speedup Renovation Project Xiaxinwu Refer to Village, of their Refer fo Dongxiao Left side of This village has over 60 households, most constructed in railway 42 Township, K173+000-+200 20 20 the line buildings are of 2 to 3-story buildings 42 nTownshp Kl300- 0 2 0 the line 1980s or 90s.raly District, Jinhua City Jindong Refer to Village, This village has over 300 households, most of theirstnad fo 43 Downship,ao±20-i6 0 2 Right side of buildings constructed in tailway 43 Township, K174+200-+600 20 20 Rigtheline buildings are of 2 to 3-story clearance Jindong 1980s or 90s. District, Jinhua City Jinhua Branch over 20 of Major This school was built in 1995. Now it has with Education, Left side of teachers and officers, 4 coffespondence classes class with over 30 Type 2 44 Medical K179+250 70 the line over 200 students, I short-cycle 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. There Tye 2 Jinhua No. 18 Right side of Now it has over 60 teachers and 600 students. junior middle YP Middle School K18C+10 140 the line are totally 17 classes in three grades of school and 6 grades of primary school. 3 five-story teaching buildings were built. Shangtianshi of their Village, Qianxi Left side of This village has over 80 households, most buildings constructed in Type 4 46 Township, K183+500-+800 30 the line buildings are of 2 to 3-story Wuchengqu, 1980s or 90s. Jinhua City i W [ S g - m S Q tt 3 6 THE SFCONDSURVER & 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 e range Noise 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 Zhejiang to Section 47 Township, K184+300-+500 25 the line their buildings are of 2 to 3-story buildings Province standards for Wuchengqu, constructed in 1980s or 90s. railway clearance Jinhua City Mache Village, 48 Qinche hipu, K185+500Th+750 25 20 Right side 48 icheTong of Tsllage as over 50 households, most of their Refer to 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 Equipment38LrK14-tIiX1 0the line of 5-story200 households buildings whose buildings are of 4 to Document No.94 I___Factory reconstructed in 1980s or 90s. Dcmn o9 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 51 Longyou County, K223+900 224+200 70 15 the line their buildings are of 2 to 3-story buildings standards for 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 Zhanjia Ton 40 to 53 Longyou County, 30Lfsief their buildings are of I to 2-story buildings standards for K236+100 +400 30 the line construcedgi has or 90s. r cr Quzhou City constructed i 1980s or 90s. railway clearance 6i) tJ 5tF iE i£% tt _ R 7 THiESECOND SURVER & DESIGN INSTITUTE OF RAIIWAYS ~~~~3 EA Report on Reconstructed Zhejiang-JiangxiRailway 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 railway clearance County, Quzhou the line constructed in 1980s or 90s. City ii- tJeflJJ jAF g$,i@ it 38 THE SECONDSURVER & 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 SECONDSIJRVER & DESIGN NSTIT TF OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project most of Refer to standards Shibali Village,. . . This village has over 200 households, 2-story buildings for railway 63 Kechengqu, K271+500-+800 30 Rght slide of their buildings are of 1 to clearance Quzhou City the le constructed in 1980s or 90s. 4 0 THE SECONDSI]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 . ~~~~~~~~~~~~gline ln Yangjiatou Left side of This village has over 170 households, most of Refer to standards Village, Left side of ~her uidigs reofI Kechengqu, o -story buildings for railway constructed in 1980s or 90s. clearance Quzhou City ______ Vilae,tihtsdeo This village has over 120 households, most of Refer 65 Kbche, to standards 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 Zhejiang Left side of This living quarter was built in 1990s. Now it has Refer to Document 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 SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project China. Maojiacang This school was founded after liberation of that study in 5 Refer to Document Village K320+450 100 Left side of Now it has 6 teachers, 180 students 70 teaching buildings No.94 Primary the line classes and 2 single-story School constructed in 1980s. Saitou Village, Refer to standards Xiazhen . . This village has over 40 households, most of their for railway Town, Yushan K327+100-+400 30 Rhet slide of buildings are of 2 to 3-story buildings constructed 71 clearance County, e le in 1980s or 90s. Shangrao City Within Tangding Section Village, Jiangxi Refer to standards Xiazhen Left side of This village has overg 120 houStory most0of Province for railway 72 Town, Yuha K331±600-~332+1-00 50 30 the line their buildings are of 2 to 3-story buildings County, constructed in1980s or 90s. clearance Dukou of Refer to standards Village, This village has over 150 households, most for railway 73 Xiazhen K333+400-+600 180 15 the line their buildings are of 2 to 3-story buildings County, constructed in 1980s or 90s. clearance Shangrao City THESEON SRERt ESGISTT EOFRALWY42 % THE SECONDSURVER & 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 range S/No ~~~~Name gxisine y-buil railway standard 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) it Mt -_ a 3 iQ 4t [ 4 3 THE SECONDSURVER & 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 ere 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 PSychiangricK382+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 4fl44 % - , S tt THE SECONDSURVER & 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 ______~~~~~~~~~~~~~~~~~~~~~in1990s. 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. 64W-iSg & 4 Qtt5 R MTIESECOND 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 for 90 Village, K440+100-+200 30 both sides of position near Xinjiang River. Now it has over 1000 standards the line households, most of their buildings are of 2 to railway Yiyang 3-story buildings, clearance Hetan Central Primary ~~~~~~~~~~~~~~~~~Thisschool 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 most of their Refer to 92 Vo tn K458+000g+400 15 both sides This village has over 50 households, for 92 Village, Gui'xi' K4800.0 bt ie fbidns r f2soybidnscntutdi standards County, the line buidins are of2sor0uldnscosrctdi railway Yingtan City 10so9s.clearance @WX_%mttA LA46 THE SECONDSURVER & 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 lS/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 Jiangxi to 93 Railway ~ YK487+550 30 ftheside ofmost of their buildings are of 4-story buildings railway Province 9ilway -YK488+000 ProvinceVillage the line constructed in 1980s and are under reconstruction. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~clearanceclway 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 tgQ-& rt 4 7 THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Residence to Zone of Refer Jiangxi both sides of This village has over 100 households, most of their standards for railway 98 Provincial K509+400-+670 15 the line buildings are of 2 to 3-story buildings constructed 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 railway 99 Yujiang K510+200-+400 15 the line buildings are of 2 to 3-story buildings constructed County, in 1980s or 90s. clearance Yingtan City to Huangjia Refer Village, Right side of This village has over 60 households, most of their standards for railway 100 Yujiang K513+900-514+120 30 15 the line buildings are of 2 to 3-story buildings constructed County, in 1980s or 90s. clearance clearance Yingtan City 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 to Hubeilujia Refer Village, Left side of This village has over 70 households, most of their standards for railway 102 Yujiang K516+200-516+400 30 15 the line buildings are of 2-story houses constructed in 1980s County, or 90s. clearance Ymngtan city ______Keliluji This village has over 100 households, most of their Refer to buildings are of 2-story buildings constructed in standards for 10 Vuiange,1+505690 03 Right side of railway 103 Yujiang K516+650-516+900 30 30 the line 1980s or 90s. The first row of buildings facing the County, road are stone houses constructed in 1970s. clearance Yingtan City to Huling Village, This village has over 100 households most of their Refer for Dongxiang K526+900- Right side of village hasov 10 houses ' mostrofcthedi standards 104 County, K 527+200 50 50 the line buildigs are of sigle-story houses constructed i railway clearance -l- - Yingtan City 4 8 TIIE SECONDSURVER & 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 ~~~~~~~~~1980sor 90s.raly Yingtan City clearance SO SR- EI ST O RAIY 4 ®s)THE SLCONDSURVER & 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 ~~~~~~~~~~Leftside 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 SECONDSUIRVER & 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 County, No.94 _ 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 County, _ the constructed in 1980s or 90s. railway clearance Nanchang City 114 ilg, ixa K591+4000-'+800 15 the line hr ulig ae °°2Sod osofRert 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 ~~~~~~~~~~~construtctdin 1980s or 90s. Document No.94 ______Nanchang City ----- k 14W - m V iQ tt rlc 51 THESECOND 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 Noise Provinc Section Mileage Existing Newl relation General situation of scale standard e range S/No Name line y-bui with the It railway ______line Refer to Section 60 households, most of their stndr fo Within SNchan Yanlong Village, The railway This village has over District, +550 15 crosses the buildings are of 2-story buildings constructed in railway JWangxit 117 Xiangtang clearance Province Junction Nanchang City village 1980s or 90s. No.2 Primary Beijing-Jiulon Teaching This school was founded in 1980s. Now it has 96 Type2 118 School ofNanchang g Railway building Left side of teachers,1700 students, 1 6-story teaching building, building and 1 4-story office K1444+578.96 140m the line I 4-story teaching ______Railway Bureau RailwayK 1444+578.96 Bureau 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 are of Type 4 119 Nanchang Railway g Railway tackon t side over 2000 households, most of their buildings 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 Machinery School. Now it has 10 Type 2 120 Nanchang Railway g Railway Teaching Right side of into Nanchang Tp 12 Manchangr Raiolwa g1 Railway buldn the line teachers, over 500 students, 1 5-story teaching 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 200 and that of students will reach 2700. Now this Type 2 121 Xiangtang No.2 gRalway Teaching Left side of Tp 11 Middle School g1Railway buidin the line school has 2 3-story teaching buildings, 1 5-story 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 SECONDSURVER & 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. Xiangtang Now it has Refer to West 3061a5 the line 120 households, most of their buildings are of 2 to Document No.94 XK1614+5fU ~~~~~~~~~3-storybuildings. Dong Primary This school was founded in 1980. Now it has 12 124 Scol ioag K625+050 Classroo Rd., Right side of teachers, 200 students that study in 5 classes and 3 Rfrt 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 Ig - , S tt 5 3 TIIE SECONDSURVER & 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 mrelation Noise Provinc Sectio scale standard e range n Mileage Existin Newl with the General situation of S/No Name g line y-buil railway . ~~~~~~~~~~~~~~~tline village has over 320 households, most of Refer to standards Within Zhujia Village, K641÷200 Right side of This buildings are of 2 to 3-story buildings for railway Jiangxi Section 126 FneegCt 6210 0teln their in 1980s or 90s. clearance Province Feghn iy K4±0 h ieconstructed and Refer to standards Longtan Village Longtan Village has over 50 households Village has over 60 households, most of for railway 127 and Pailou K648+000-+800 40 30 Left side of Pailou buildings clearance Village of the line their buildings are of 2 to 3-story Fengcheng City constructed in 1980s or 90s. Now it has 12 Refer to Songhu Primary Teaching Left side of This school was founded in 1950s. that study in 7 classes, and Document No.94 128 School of K658+550 building the line teachers, 200 students in 1992. Zhangshu City 110 1 2-story teaching building constructed This village has over 300 households, most of Refer to standards Songhu Village, Left side of for railway K658+550'-+850 30 their buildings are of 2 to 3-story buildings clearance 129 129Zhangshu City K658+550+850 30 the line constructed in 1980s or 90s. most of Refer to standards Huangjia This village has over 130 households, side their buildings are of 2 to 3-story buildings for railway 130 village, K642+900-643+400 20 15 t clearance Fengcheng, the line constructed in 1980s or 90s. Yichun City Cangxi Primary it has 8 Rfrt Shool,aLftsdeo This school was founded in 1970s. Now 160 students, and 1 3-story teaching Rfero 131 Huangjia K643+000 125 120 theide teachers, ng Document No.94 Village, the line building constructed in 1990s. Fengcheng, Yichun City most of their Dongcun This village has over 80 households, thetline o buildings are of 2 to 3-story buildings constructed Douentr No9 132 Vilg,K660±200--+350 30 Dcmn o9 Fengcheng, th ie in 1980s or 90s. ______Y ichun C ity ______ . a i& it R 5 4 THE SECONDSURVER & 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 adI -toyteci Refer,16 toet Zhangshu the line teachers 160student an 1 g Document No.94 County, LWYichunITEO buidin c in 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 iny u C ity ______ ®THE SECOND SURVER & DESES6N INSTITUTE OFE RAILWAYS Renovation Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Continued Table 3.4-1 Sensitive Min. distance Provin Seto receptors to the railway PositionNos situation of scale noise ce MctioMileage < relation General standard n Existin Newl with the range SIN Name g line y-buil railway 0. t line Left side of This village was built in 1980s. Now it has over Refer to Within Tonglin for 20 t side 380 households, most of their buildings are of 2 to standards Jiangxi Section 138 Vixi, K729+500-K730+150 railway clearance 2the line 3-story buildings constructed in 1980s or 90s. Province Villg, ______Xinyu has over 160 households, most of Refer to Xijiahe Left side of This village buildings are of 2 to 3-story buildings standards for 139 Village, K735+400-+800 15 the line their in 1980s or 90s. railway clearance Xinyu City constructed Residence Outmost over 800 households, most of their zone (No.3) track in Right side of This zone has are of 6 to 7-story buildings constructed Type 4 140 of Xinyu K738+400-+550 station the line buildings in 1980s or 90s. Railway yard Branch 60m _Jiangxi founded in 1990s. Now it has 800 Electrican This school was 13000 students, 2 7-story teaching Tye 2 141 Science K741+520a+950 150 Right side of teachers, 6 to 7-story residential housings YP College, the line buildings and 5 Xinyu for students. village has over 180 households, most of Refer to Baoshan Right side of This their buildings are of 2 to 3-story buildings Document No.94 142 Village, K744+55-+8200 70 70 the line in 1980s or 90s. Xinyu City constructed founded in 1980s. Now it has 10 Jieshui This school was students, 1 2-story teaching Refer to Central Left side of teachers, 200 1 2-story residential housings for Document No.94 Primary K765+300 the line buildings and 143 in 1980s and 90s. School, teachers constructed Xinyu City 6 a THESECONDONDSURVEF.SURVER =ESUN& DESIG/N Vi INSTlJTEIT TE OFiFRAILWAYSRA 5 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 School, Rigbt side of teachers, 180 students that study in 6 classes and I Refer to 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 ~~~~~~~~~Rightside of China. Now it has over 40 teachers, 148 Central K814+950 1000 students Refer to 120 the line and 1 5-story teaching building. About 60 students Document No.94 Primary live in the school. l______School _ _I_ _ VA,itgt; X m_- Ab V it R 5 7 THESECOND SLRVER & DESIGN INSTITUTE OF RAILWAYS Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Continued Table 3.4-1 Sensitive receptors Min distance to Position Provin Sectio the ~~~~railway (m eainNoise standard cc nrovio| SeasHisen-xio Mcctwlilleage |Minft (en)e relition General situation of scale range Name linbe -bielt railway This hospital was built in 1970s. Now it has 60 Within The People's In-patien t 120 Right side healthcare workers, 28 beds, 1 3-story outpatient Refer to Jiangxi Section 149 Hospital of K815+650 departme of the line building constructed in 1995 and 1 2-story Document No.94 Jiangxi Section 149 Yichun West building constructed in 1970s. Province Village nt 80 in-patient Refer to Shupeng of their Refer fo Village, Luxi K838+900 Right side This village has over 60 households, most constructed in railway 150 Town, Luxi K839+200 20 15 of the line buildings are of 2-story buildings clearance County, 1980s or 90s. Pingxiang City Now it Luxi Primary This school has a history of over 100 years. side has over 80 teachers, 1000 students and 1 4-story eer 151 School, Luxi K839+450 80 140 Right Document No.94 Town, of the line teaching buildmg constructed in 1985. Tingxiang City . t in 1980s. Now it has 10 Quanjiang This school was founded Refer to K848+500 150 Right side teachers, over 120 students, 1 2-story teaching 152 Primary building constructed in Document No.94 School, of the line building and I single-story 1980s. Pingxiang Citv households, most of standrd for Yangqiao The+0rila This village has over 100 of 2-story buildings constructed stds f 153 Village, K850+900 - 120 15 rosses their buildings are railway Pingxiang City K852+000 crosses the in 1980s or 90s. village ~~~~~~~~~~~~~clearance most of Refer to Deng'an The This village has over 150 households, of 2 to 3-story buildings standards for 154 Village, K860+600 - 60 15 crailway thetheir buildings are in 1980s or 90s. railway Pingxiang City K861+900 crosses the constructed clearance THE______5ECOND______SURVERvillage 5 8 TESCNDSURVER & 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)= T$J F @ iLt [9 m g 59 TI F. SECONDSURVER & DESIGN INSTITLTE OF RAILWAYS Renovation Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup 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 Di = & V i Night time: 22: 00-6: 00. ( Measurment methods During the railway noise measurements, representative car flow densities or a certain hour with a certain quantity of activity were chosen during the daytime and nighttime and the integral sound level meters were used to measure the equivalent continuous A sound levels to represent the levels of environmental noise for the daytime and nighttime. The length, through time, stable noise levels, background noise, etc were recorded based on the type of train and divided into the up and down traffic simultaneously while measuring the equivalent sound levels. The sound level and duration of the whistles were also measured simultaneously at the measurement points for locomotive whistles. During the measurement of the environmental background noise, the daytime was based on the conditions in the sensitive spots, the daytime and nighttime chose periods of time representative of the normal working hours (or hours of normal activity) and normal rest periods to use the integral sound level meters to continuously measure the equivalent continuous A sound level for a period of 10min to represent the daytime and nighttime background noise. The main source of noise (such as social activities, traffic, construction, factory noise ,etc) was also recorded during the 20min continuous measurement of the equivalent continuous A sound levels in measurement points for traffic noise. ® M_ V * t r 6 1 THE SECONDSURVER & DESIGN INSTITUTE OF RAIIWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project (3) Measurement and assessment quanta The quanta of the noise measurements of this assessment were the equivalent continuous A sound levels and the instantaneous A sound levels and used the equivalent continuous A sound levels as the assessment quanta. (4) Positioning principles Monitoring of the current situation of the environment noise was mainly aimed at the locations of the sensitive spots and also gave attention to the forecasted results. It was planned to select the specific sensitive spots in the assessment area that are relatively concentrated or have special protection requirements (such as schools, etc) to set up the cross-sectional measurement points. In the setting up of the cross-sectional measurement points, the close measuring points were usually set up at places 30m away from the central line of the outside track of the railway or Im away from the closest window away from the railway in the sensitive spots. The distant measurement points were set up in areas between 30m and 120m depending on the position of the buildings in the sensitive spots. (5) Description of the layout of the measuring points for noise monitoring and monitoring results There were 157 sensitive receptors for this monitoring of the current situation of environmental. Refer to Table 3.4-2 for the illustration of the position of the monitoring points and the monitoring results. Refer to Chart 3-1-3-52 for layout map of the monitoring cross sections ® A m - WXbV id r 6 2 THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table3.4-2 Monitoring Results of the Current Situation of Noise and Assessment Quanta Position Stable Current noise Background Standard Amount Merasutr Nsaamte nf recetorspoint g relative to the Asund rating noise rating limit esaeedard Name of tndr Mainsud sain Name of . Description of railway (in) lvl (LAeqq dB) (LAeq, dB) (LAeq, dB) Mai,d)ond rwn or sensitive rig the measuringHeg drn a or ~~~~point Hi dungnumber o section No. Dista ht train Day Night Day Night Day Night Day Night source nee differ operati time time time time time time time time ence on (dB) Bailutang Outside the window Bailutan Village, of the first floor of Attached g to Xiaoshan 1-1 th.Wdig i 15 -3 68~-71 62.8 61.9 58 56 70* 70* / / GD drawing Zhuji residential the building6-1 area Gaotianchen Primary Outside the window School of ofthe second floor at Linpu, 2-I the front end of the 150 -3 60-65 58.82 56 5/ 60 / / D)® Xiaoshan residentialtacigbldn area Gaotianchen vlae_ _ village of Outside the window Attached Liapu 3- of the first floor of 15 -3d5 65a6n 6g.2 62.4 57 54 70* 70* drawing (original 3l the building in -35 6~~-8 6. 24 5 5 7* 7* / / G® 6-2 residential village area) Xinzhatou Village, Outside the wvindow Jinhua town, of the first floor of 6 THESURVERSECOND &DeSthe Rn buiddng residential village area THE ECONDSURVER & DESIGN INSTITUTE 'IF RAILWAYS 6 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Position Stable Current noise Background Standard Amount to the A Crrtint noiseB ackrond Simtadr exceeding Nameof Measu ~~~~~~~~~~~~relative noise rtn limitdBeding Main Drawing rstation Name of ring Description of railway (m) sounB)d ratin d (e X ) sound number ora sensitive point the measuring H ig during sectiono No.point Disaurcgduin Day Night Day Night Day Night source section receptors No. Dista ht train Day Night nce differ operati time time time time time time time time ence on (dB) l Attached Banlichen Outside the wcndow 70* / / () drawing 5-1 of the building in 15 -2.0 74-79 65.7 64.6 58 55 70* village, 6-3 Jinhua town viof e Attached Zhujiata ~ Outside the window 54 48 70* 70* / / ( drawing village of 6-t of the first floor of 15 -3.5 58-62 65.2 63.2 6-4 viagen o 1 the buildg mn Attached Outside the window PhujiangtXiayuanillana village6- 56 70* 70* / / (D® drawing Xa viageo 8- of the first floor of 15 -4.0 62672 62.8 61.2 58 6- ofujeichi, 7-j the building in_ Zhuji City~~village___65 Attached Quanmiansha Outside the window / I (® drawing of the first floor of 15 -3.5 60~66 57.5 55.0 52 47 70* 70* n village of 7 7* 0 5 rwn6-6. meichi, Zhuj i 8-1 the building in 26 7. 50 5 villagel6_e City Attached Zhanghuang Outside the window 49 70* 70* / I Ci(® drawing village of 9 1 of the first floor of 15 -2.0 60-66 57.8 54.0 54 6-7 Zhibu, Zhuji the building m village___ City Attached Pingxi village Outside the widow 55 70* 70* I / 2( drawing of Zhibu 11 of the first floor of 15 -2.5 62-68 62.8 61.4 58 6-8 town, Zhuji the building In village City Attached Shanyang Outside the widow 55 70* 70* 5 © drawing village of 1- of the first floor of 20 -5.0 64.3 61.9 58 6-9 Zhibu town, the buiding in village ______Zhuji City Attached Songjia back Outside the first floor window of 40 -. 615 95 8 8 70 545drwn village of 1- 0 5 ® rwn615105 Zhibu town, the first row of 40 -. 95 5-8 L - Zhuji City building 64 M -iB Ab iQ it R 6 4 THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Position Stable Current noise Background Standard Amount v Name of of Measu relative to the A rating noise rating limit exceeding _.staation seName o rng Description of railway (m) level (LA.q, dB) (LAXq, dB) (LAeq, dB) star lar or sensitive sound Drawing the measuring ei dungsourcn ume s receptors No point Dista ht train Day Night Day Night Day Night Day Night nce differ operati time time time time time time time time ence on (dB) Songjia front Outside the window Attached village of 13-1 of the first floor of 20 -5.5 Zhibu 60.7 58.4 58 46 70* 70* / / )() drawing town, the building in 6-11 Zhuji City village Guanzhuang Outside the window back village of the first fld of Attached of Zhibu 14-1 the bufdt f 20 -5.5 60.5 59.0 58 45 70* 70* / / (® drawing town, Zhuji village b Cityvilg n 6-12 Guanzhuang Outside the window front village of the furst floor of Attached of Zhibu 15-1 the budding o 15 -6.0 62.3 58.4 59 52 70* 70* / (NO drawing Bailutan town, Zhujti the g to City age 6-13 Zhuji Fucunban Outside the window Attached village of 16-1 of the first floor of 15 -4.0 59.5 56 56 5 70* 70* / / )() drawing Datang town, the budding in 6-14 Zhuji City village Hecun village Outside the window Attached to vZhujiof Datang 17-1 of the first floor of -5.5 66.8 5.4 58 52 70* 70* / / ®® drawing Yiwu Town, Zhuji the building m 6-15 ZuCity village Xiajianlu Outside the window Attached village of 18-1 of the first floor of 15 -4.5 61.3 58.9 58 52 70* 70* / / (® drawing Datang Town, the building m 6-16 Zhuji City village Dashitou Outside the window Attached village of 191 of the first floor of 15 -5.0 59.8 56.4 58 52 70* 70* / ® drawing Jiyang, Zhuji 1- the buiding in 6-17 C ity Ivillage______ SO SV &D a SU ( i R W TIIE SECONDSURVER &L DESIGN INSTITUTE ()F RAILWAYS 6 5 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Position Stable Current noise Background Standard Amount Name of Measu relative to the A rating noise rating limit exceeding LAtingdB noise ratin Limit stadar Main Name of . Description of railway (in) soud d) son Drawing station seitv ring th level (LAe, dB)(Le,d)LAqdBL sore number or rcpos point mesuin Hleig during Day Night Day Night o section No. poin Dista ht train Day Night Day Night nce differ operati time time time time time time time time Attached Houban Outside the window drawinegd village of of the first floor of 30 -4.5 60.2 58.2 58 52 70 70 / / rwn Wangjiajing 20-1 the building in 0 -. 02 82 5 2 70 7 6-18 town, Zhuj i viDlage City Shiwufang village, Outside the first Attached Shisanfang floor window of 70* / / (® drawing village of 21-1 the first row of 15 -4.5 58.5 56.2 57 52 70* Wangjiajing bulig6-19 Town, Zhuji building City Attached Chaokeng Outside the first (E( drawing village of 22-1 floor window of 30 -4.5 59.0 57.0 54 54 70 70 6-20 the first row of . . Paitou town, 6 Zhuji City I _ building Attached Yijing village Outside the first drawing Paitou 23-1 floor window of 30 -4.5 58.6 56.8 52 53 70 70 (M of rwn686 town, Zhuj i the first row of 30 -. 68 5 32071 ® 6-21 City building Attached Dazhuang Outside the first / 7.6 drawing Patou town, 24- floor window of 100 -4.5 59.0 57.6 56 48 60 50 ©© Zhuji City building Attached Dazhong Outside the first drawing village of 25-I floor window of 60 -4.0 57.8 55.5 52 48 70 55 I 0.5 (J(© 6-23 Paitou town, the first row of Zhuji City building Attached Sangyuan Outside the window 26-1 of the first floor of 15 -4.0 59.5 54.8 52 48 70* 70* / I ©© drawing village of 6-24 Paitou town, the building in Zhuji City viDlage ® Wfl g =- m SIQ Rf 66 TiE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Rlenovation Project Table 3.4-2 (Continued) 9 Name Position Stabod A Current noise Background Standard Amount % of relative to the rating noise rating limitexedn sain Name of Measuri Description of .level standard Main tor sensitive ng point the measuring ralayi during dB) noieq, dB) iA, dB) exce dBlr,) sound Drawing setor rcpos N.pitHih trn source ume sectio receptors No. point Dist Hight train Day Night Day Night Day Night Dayt Night n ance differe operati time time time time time time ime time nee on(dB) Zhuj i Yuanjia Outside the first .t_ Zhuji vlae o lo idwo Attached to villae tow, 27-1 floor window of 20 -3.5 71.8 66.5 58 52 70* 70* / / ®) drawing Yiu Anhua town, the first row of 62 Zhuji City building Wangdian Outside the Attached village of 28-1 window of the 15 -2.0 64.6 63.2 58 52 70* 70* drawing Anhua town, first floor of the 6-26 Zhuji City building in village Outside the window of the 29-1 first row of 15 5.0 68-74 71.9 68.2 58 54 70 70 1.9 / first row of ~~~~~~~~~~~~~~~~~~~~~~~Attached Xiali village residential drawing a) of Pujiang building (6)(7) drawing CD Outside the 6-27 window of the o 29-2 second floor of 30 5.5 64-72 68.0 66.3 57 52 70 70 / / building in village Wangj iatang Outside the Anhua town, 30- first floor of the 15 -2.0 60-68 58.5 56.7 54 52 70* 70* / / ()a drawing Zhuji City building in village 6-28 Xidong Outside the village of window of the Zhengjiawu first floor of the Atce Zhengjiawu 31-1 first row of 20 2.0 69-78 68.5 65.4 58 48 70* 70* / / (0a drawing Pujiang residential 6-29 county building HFfSECOND S &_EN TIOFi lir£ 6 7 ®THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS Project EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Stable A Current noise Background Standard Amount v Name Position to the sound rating noise rating limit ding fo relative standard Main Name of Mcasuri Description of level 0 L~~dB L, B) (Aqd) (A,dB on numbeinrawn tation sensitive ng point the measuring (L~,d) (Aq B LC,d) Q B on rwngme or . alay(n during Night Day Night Dayt Night sectio riecptors No. point Dist Hight train Day Night Day time time time ime time n ance differe operati time time time nce on(dB) ______ Xingzhai -Outsidde the Attached village of window of th~e drawing 15 -3.0 58.8 56.4 54 49 70* 70* / / ( 0 32-1 first floor at the 6-30 Suxi town, front end of the _ _ _ Jinhua City __ _ _ _ teac i g b idn ______ 53 46 48 43 70 70 / (2) Attached < NeTw position of 33-1 Opposite side of 30 1.5 guest room drawing______Yiwu statim _ 3 70 70 I / ®® 6-31 o (Shilipaivillage) 33-2 Entry throat end 30 0.0 55 47 47 42 Outside the window of the 1.8 (X)E 34-1 front end of the 20 2.5 75-84 74.4 70.9 58 48 70 70 5.4 frot row of the resiwential residential building l rsidetia Outside the Attached fourt Oflorathe 0.6 1I (2 drawing 34-2 fourth floor at the 30 2.5 66-782 70.6 67.1 58 48 70 70 middleof the first ~~~~~~~~~~~~~~~~~~~~~6-32 distic rowwindow ofof the residential building _ Outside the Yiwu window of the Shengli fufrt floor al the 5. residential 35R1Ffront end of the 40 1 72410 district first row of the ______residential budding TIIESECOND SURVER& DESIGN INSTIrUTE OF RAILWAYS 6 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.4-2 (Continued) Position Stable Current Background Standard Amount r Nam relative to A noise rating noise rating limit exceeding e of o sound~~~~rlaiv oiestandard Main Drwn s- 5 sNtat eof M easuDescription of railway(m) level (LAeq1 dB) (LAeq, dB) (LA'q, dB) sa da onr sensitive ng point the measuring sound o et receptors No. point Dt Height duigsource Dista fSect train Day Night Day Night Day Night Day Night on nce Efere operati time time time time time time time time nce on(dB) Yiwu Shita Yutou Outside the Attached to Village of 36-1 window of the first 15 -4.0 65-72 58.9 56.5 54 52 70* 70 / drawing East Guantang, floor of the 6-33 Jinha Yiwu Cit building invillage . KecunVillagcOutside the Attached KecunVage wndow of the first 15 1.0 64'- 77 70.5 68.7 55 46 70* 70* / ofw Cuatyng 371 floor of the / DO) drawing63 YiwuCity ~~building in village ___63 Outside the Primary window of the Attached School of 38-1 third floor of 100 5.0 64-71 62.0 / 56 / 60 / 2.0 / (> 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 City building invillage 6-36 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 invillage City Huangheshan Outside the Attached Village of window of the fist 60 -. 19 6. 5 3 7 5 . ® Att7dawing 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 OFILWAt Y 6 9 TIIE SECONDSLURVER & DESIGN INSTITUTE OF RAILWAYS Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Amount Nam relPositionPositiontobA ~~~~~~~~~~~~~~~~~StableCurrent Background Standard exceeding Nom of Measuri Descriptionof limit standadi stNam relative to s noise rating noise rating (LAtq, dB) (LAeq, dB) (san,,dB) Maind Drawing m setaoti Name of Measuri Description of railway(m) slcvneld (LAeq, dB) (A, B dB) sound Drwn sensitive ng point the measuring lee LALAB_(Aq d) on or duignme nme 2 secttor No. point Dsa Height duigsource Day Night Day Night , rsecepito tos Dista train Day Night Day Night differe operati time time time time time time time time on nce nce Xiarn. _ _ on(dB)c _ _ _ _ _ Outside the Xiaxinwu Attached Village of window of the first 1.5 0.8 (O) drawing 42-1 floor at the ftrAn 20 -1.5 68-83 68.9 71.5 70.8 54 70* 70* Dongxiao 6-39 town, Jindong end of the first row district, Jinhua of residential City building Outside the 67'-81 69.5 Jindong Attached Village of window of the first 0.4 (D® drawing floor at the front 20 -2.0 72A4 70.4 54 70* 70* 2.4 Dongxiao 43-1 6-40 town, Jindong end of the first row district, Jinhua of residential Cit building Outside the / 60 / 2.5 OD Jinhua Adult 44-I widowoofthefirst 70 1.0 62-73 62.5 Attached floor of teaching JinhuaAdult drawing Branch of the building 6-41 East Zhejiang Outside the 60 60 25 Jinhu University 44-2 fourth floor of 70 10 6374 625 I 0 / 2. I a to finowrhforofte 7 10 6-7 625 I 60 West teaching building Jinhu Outside the 54 I 60 / 0.8 / I Attached a No.18 High 45- wwndowofthefirst 140 -1.5 56-67 60.8 / High45-1 ~floor of teaching drawing buildinm g School of 642 Jinhua City I 2.6 45-2 *!T 5 4V* 140 10.5 58- 69 62.6 I 54 / 60 Table 3.4-2 (Continued) THE SECONDSURVER h DESIGNINSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Nam Position Stable A Current Background Standard Amount eof NameMeasuriof I. . . statiogpfoint sensitive Descrption of relative to noise rating noise. rating. limit.. e~~~~~oundsxceeding dard Man statsenitiv 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 ncei 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* Qianxi town, end of the first row 70* / / drawing g ~~Jinhua building 64 ( < t Mce ilg window of the first Attached _ o Mach Vilagei endothefisrontfloor 20 -5.0 65~72 68.7 67.8 54 52 70* 70* / I (D® drawing oJ town, Jinhua of residential 6-45 crN building floor at the front 60 1 6'7 632 5. 60 4 70 5 / Outside the window of the first Residential 49- end of the first row area of Jinhua of residential Attached Lifting building_ Machine Outside the T 6-46 Factory window ofthe 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 ~~~~~~~~~~~~~~~~~~~~~StableA Standard emedngAon Nam Nam Position Stand Current Background levelun noise rating noise rating limit stacdndad Mi = ae esui Decipin f relative sound Drawing statiMeauri Name f Dscripion o railay(m_evel_Lstadard ng point the measuring ralative during (LAeq, dB) (LAeq, dB) (LAeq, dB) (La..dar soumndr s5etaoti; sensitive source No. point Height train . onr receptors Day Night Day Night Day Night ° secti Dist Day Night time time time on . ance differe operati time time time time time ______nce on(dB) _ _ _ Outside the Attached Back Zhushan window of the first 70 / / ) drawing Village of 50-I floor at the front 20 -3.0 55.0 49.4 52 48 70 6-47 Tangxi town, end of the first row Jinhua City of residential building Shaojia Outside the Attached Village of window of the first 70* / / 00 drawing Huzhen town, 51-1 floor at the front 15 -3.5 64-72 64.5 62.4 55 47 70* 6-48 Longyou end of the first row County, of residential Jinhua City building Outside the Attached Shitagang window of the first 55 3.7 drawing residential 52-1 floor at the front 40 6 58-67 59.5 58.7 54 43 70 district of end of the first row 453. 6-49 Longyou of residential Pushan_village building I Pushan village Outside the Attached of ZhanJia window of the fifth 70 / / drawing Town, 53-1 floor of the first 30 -1.0 62-74 69.7 68.5 54 46 70 6-50 Longyou row of residential County, bdn Quzhou City buildng Guitangshan Outside the Attached Village, window of the fifth / / drawing Tangjia Town, 54-I floor of the first 30 -15 64-74 69.0 68.0 54 46 70 70 6-51 Longyou row of residential County, bidn Quzhou City building AN f lg 7 2 TICESECOND SERVER & DESIGN NSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-JiangxiRailway 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 ng point the measduring asensitive (LAeq, dB) (LAeq, on or sestvIg on h mauignumher dB) (LA~q,nt eL , dB) sound Drawing 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£TESECONDSECOND SVSERVER & DGNITDESIGN INSTITUTL OF RAILWAYSRLW73 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.4-2 (Continued) Stable A Current Background Standard exceeding Namnev f Positon relative Mi Dr S' ~of ~~ ~ ~ ~ ~ ~ ~ ~ osto rltve sud noise rating noise rating limitstnad level standard Main ntatio NameM u Description of to railway (m) (LAeq, dB) (I-eq, dB) (LAeq, dB) (L~ dB) sound Drwing stto sensitive g point Decito fduring A~,Number n or measuring point source sctio receptors No. D* Height train Day Night Day Night ° sen N eoDistanc erat Day Night Day Night time time time tine time n e differe np(edrBtio time time time Outside the Attached Jinhua Qijia Village, window of the first 70 55 / 122 (D© drawing IKechen floor at the front 68. 67.2 58 52 to 6-53 56-1 end of the first row 7 Quzho District, 6-53 u Quzhou City of residential building Zhangjia ~~Outside the Attached Vihangei ofwdow ofth first / / @() drawing Vcilag 57o floor at the front 15 -35 62. 58a0 56 45 70* 70* 6-54 District, end of the fist row 5 Quzhou City building Outside the Hucun Village window of the first / / © ) drawing of Kecheng ndoorat the front 61. 576 57 46 70 70 District, end of the first -w3 8 6-55 Quzhou City of residential building Outside the Xiguakeng of window of the first / 1.5 drawinge Kecheng floor5a the firnt 63. 56d5 57 47 70 55 2 (2(D) drawing657 District, 59-1 endofthefirstrow 40 -5.0 2 555 47 70 55 / 6-56 Quzhou City of residential .______building . Outside the Attached Xinye Village window of the first -5.0 61. 55.8 57 47 70 5 28 OD drwn of Kecheng 60-1 floor at the front 40 57Idawn District, end of the first row 8 70 56/28 65 Quzhou City Of residential tk fg M - M V- AZ l- R d 4 THE SECONDSURVER & 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 nr 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 - ~~~~~~~~~~~Outsidethe o VillageShiwuli of c 0 ~ t 20gwidow of the fiist 9Attached |' Kecheng 62-1 30 -2.0 656-75 68.1 58 45 70 70 /ZI drawing District, en ftefitrw46-59 ®O of residential Quzhou City bidn Shibali ~~~~~~~Outsidethe m Village of forathfln68Attachedwindow of the first ~. Kecheng 63-1 dfthefi 30 -3.5 66-74 67.5 58 45 70 70 I / © drawing District, 0 6-60 I QuzhouCity ~~~Ofresidential ______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 ~~~endof 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 invillage ____ THECOND SERVER & DESIGN INSTITUTE OF RLAILWAYS Speedup Renovation Project EA Report on Reconstructed Zhejiang Jiangxi Railway Electrification Stable A Current Background Standard Amount Name -______rating limit exedain MigDawn F ~~~~~~~~~~~Positionrelative sound noise rating noise std)xedarngai of Measurin ofto railway (in) level (Le,d)aLendB of Name of sarin sun Dang of dB) opcr t L d ' Nme statio s ve g.point Description durngnt__ A..,rsdB) sud n or , receptrs No. pointmeasuring train suc m eci sCentostv pontostn Height Day Night Day Night Day Night Day Night suc = neti eDdstecancr;i _ ~~~~Outsidethe ~~~~~~~~windowof the third63 I / 3.0 I) fint 70 1 60-73 63. / 62 60 66-I floor at the Attached Jiangshan end of teaching drawing Experimental _ building -_ drawing Primary Outs the 666 School windowofthethird / 60 / 6.2 / ( 66-2 floor at the front 70 10 62-76 2 / 65 end of residential ------______building TI'ES.SECOND DE SIJRVERINSTITUTE OF RAILWAY TI E SECONDSERVER & 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 easuriDsrpingo w:naoir° sensitive railway (min) L dB Ld) stnad Mi Numberg ng point .u g during (LAeq, Aq dB)dAB. (LACq,(, (B dB) sound wing o sectio receptors No. pont Hight train Day Night Day Night Day Night Day Night source L_ dncefnee o (dB)in time time time time time time time time Quzho Outside the U towidwo fis Xinta 67-1 window ofefir 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 9.763®(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 Jiangshan Oudside the drawing Cement 6-65 row of building__ 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 SECONDSRVR &DN ISMI OFRit 7 THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Background Standard Amount Name Position Stable A Current m relative to sound noise rating noise rating limdit exceding o°fi s iv L d) standard Main Drwn stto Name of Measuri Description of rala i) level (L B L B (LA sound Nme ng point measuring during DAyq Nih Ayq Nht Aeq, dB) ~~snor sensitive Night Day Night Day Night source sectio receptorsDista Day Night Day time time fime time time n nee diffnce n (dB) time time time Outside the window ofthe third 5.6 (DT 69-2 floor at the fiont 50 9 67-76 65.6 / 48 / 60 / end of teaching buiding Outside the Maojiacang Attached Primary window of the frst / / (2 drawing 70-1 floor at the front 100 4 63-72 59.8 I 55 / 60 / School of 6-67 Xintang, end of the teaching Jiangshan building the X Saitou Outside Attached : Village, window of the first 9 Xiazhen 69.3 68.4 58 52 70 70 / / (D® drawing B- Towzen, Yshan 71-1 floor at the front 30 -1.0 65-74 6-68 > County, end of the teaching ___ o, Shangrao City building Tangding th Attached a! Villangei o window of the first Xiazhen 70 / / (&ID drawing 72-1 floor of the first 30 -2.0 62-72 66.7 65.8 54 48 70 z Towzen, Yshan 6-69 row of residential County, bdn Shangrao City buildig Outside the v: Dukou Village Attached of Xiazhen window of the frst / / ( drawing floor of the first 15 -3.5 63-71 62.5 60.4 56 50 70* 70* Iq Town, Yushan 73-1 6-70 a County, row of residenhial ______Shangrao City building 7 8 TIIE SECONDSURVER & DESIGN NSTITUTEOF 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' sensitive ng point measuring railway (i) during nAoeq, dB) nAoeq dB) (LAq,, dB) ec dL sound Drangrwn 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 drawing Coushnty row of residential 6-71 ____Shangrao City hidn CONSURVER_ &DESIGN INSTIUTE OF THE SECONDSURVER & DESIGN NSTTTUTEOF RAILWAYSRAILWAYS 7 9 EA Report on Reconstructed Zhejiang-Jiangxi Railway ElectrificationSpeedup 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 ng point measuringosensitive Hegh during sourc Night Day Night Day Night e o senc°tiroii receptorseepos No. pitpoint nDista t praiori Day Night Day Xin ncO differe o (dB time time time time time time time time I ~~~~~~~~~~~~~~~~~~~~nceen(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 - ~~~~~~~~~~~~~Outsidethe 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 r78-1 wdrowof 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 SECONDSl 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 of noise rating noise limit exceeding Name of Measuri sonstandard Main Description of railway (m) level (LAeq, dB) (LAeq, dB) (LA dB) , sound Drawing taor sensitive ng point measuring H during nr receptors No. point iiin train number r sectio sour 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 area of wyf t 40 12 66-76 66.4 62.6 59 46 70 55 / 7.6 &D® 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 Emergency floor of n-patient 69.2 65.4 66 54 60 50 9.2 15.4 (DO 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 floor of in-patient 63.6 64 52 60 50 7.5 13.6 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 THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS 1 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°graoCityh Outsideh L _ _ _ __he windowofthe 84-2 fouth floor at the 140 7 58-64 59.0 / 55 / 60 / / / @(D fiont end of teaching building _ _I_____ l'llE SECONDSURVER & 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 second floor of / / / Uo teaching building _ Outside the Chongxin 86-1 widow of the fist 100 5 58 -63 58.7 / 55 / 60 / / / ®O ZhongxinJ floor of teaching Attached _ Primary building drawing School of Outside the 6-79 Fenglintou 86-2 window of the third 160 86-2flor 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 invillage 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 invillage II6-81 SECNiSg- E= DSI iNE it RI 8 3 THESECOND SUIZVER & DESIGN INSTITUTE (IF RAkILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Position Stable A Current Background Standard Amount Name exceeding Mi .2 of relative to ~~~~~~ ~~~~~~~~~~soundCrnt Bcgo d Sadrd standard saoun Drawing statof Name of Measuri Description of relative to level noise rating noise rating limit .d) suc Nme nr sensitive ng point measuring during (A.qq dB) (LAeq, dB) (LAeq, dB) ~ Day Night e csectio receptors No. point Dista Hight train Day Night Day Night Day Night 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 Attached Yiyang floor. of teaching buddingo drawing Vocational 6-82 School Outside the 89-2 windowofthethird 90 4 67-74 62.3 / 57 / 60 I 2.3 floor of teadhig building The second floor of Attached Wangjiashan 90-1 the first row of 30 2 65 -74 70.3 68.8 56 46 70 70 0.3 drawing Village of building _ 6-83 Yiyang The first floor of 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 I 6 4 Zhongxin 91-1 window of the first 30 -30 64-68 58.5 56.4 54 48 60 50 (M(D Primary ~~~~floorof teachers' School of d toutiey h Attached Guixihetan, Ouside the drawing City 91-2 second floor of 80 35 62-69 58.9 / 60 / / I C)( Yingtan second floor of ~~~~~~~~~~~~~~~~~~~~~~~6-84 teaching building Maojiatang Outside the 70* I / ®( Guixihetan, wdowl92- of the first 15 -3.0 62-'68 59.2 58.7 54 50 70* Yingtan City building in village Attached East Outside the 645 61.7 59 44 70 70 drawing ' Yingt Ticer Village wdow of fist 30 64-74 I I rwn `an to of Yingtan 1 floor of the fi 30 36-8565 61 9 4 7 0 -68 Yingt rowfbuilding I- - -I -I - VA, W - i rl 8 4 THE SECONDSURVER & 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, sensitive ng point measuring during qd)NmedB) standard sound Drawing nor 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 w3fooof theseiiod 60 9 62-71 63.4 59.6 60 42 60 50 3.4 9.6 (W) _ _ L933 _ ~~~~~~~~~~~rowOf buidihng______ @ Kil - i& itI ;+ k 8 5 TIIE SECONDSURVER & 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 Minastandard 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 dfloorof 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 Ymgtan95-1 second floor of the 40 4.5 62-71 62 / 6 60 / Attached officegbu_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 I / Yingtan 96-2 th tird for of 100 8.5 62-66 63.0 / 61 I 60 3.0 ©O( ILSFON SV & S INSI TtRA 8 6 THE SFCONDSURVER & DESIGN INSTIT1UTE OF PAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project - Position Stable A Current noise Background Standard Amount o. .°D f . . 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 apoint receptor. Dt Height terasin Day Night Day Night Day E dfee oprtot Night Dayti Nigh source 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 ofthe flr 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 Yujiang 100-1 ofthefistgborofthe 15 County, -2.5 64-71 64.8 63.8 58 47 70* 70* / 9. ( Yingtan districtCity of ~Oulside the window _ Attached68 >~Wuligang new drawing district of CIL&Asithe wirdow 6-89 Yujiang 101-1 oftt1ie 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 fist &xr of the 15 -2.5 62'-69 59.0 57.8 54 46 70* 70* / / (j(® County, "gvfl Atce Yingtan City driinilkgAttawched 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 = aQV Vi->- 15 8 7 THE SECONDSlERVER & DESIGN TNSTITUTE 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 Amount _ Name Min of.0W,Measurin Nensl&ve Description of relative to luenv rating noise rating limit ) exceeina railway(m) duig (LAeq, dB) (LAeq, dB) (LAeq, dB) ~ BB) sud NumberA~,Drawing sensitive g point the measuring son source receptors No. p oint Hegt train o o) Dista Height Day Night Day Night Day Night Day Night rnce dtilere operatio tme time time time time time time time Attached Hulin Village Outside the 1 of Dongxiang 104-I window of theflrst 50 -1.0 65 -73 66.4 64.8 57 48 70 55 / 9.8 (X drawing CountytheYingtan floor of ~~~~~~~~~~~~~~~~~~~~~~~~~~6-91 City building in village _ _ Attached Xin Village of Outside the Dongxiang 105-1 windowofthefirst 15 -3.0 56.4 49.8 52 46 70* 70* / / drawing 6-92 County, floor of the Yingtan City building invillage Outside the window of the first front 260 -4.5 58.5 / 54 ! 60 / I) _ e 106-1 floor ai the Attached 3 No.1 High end of the teaching drawing * of bulding School 6-93 : Dongxiang Outside the o County window of the first 50 1.3 6.8 (2S o > 106-2 floor at the front 120 4.0 61.3 56.8 58 46 60 end of teachers' do.m.tory Attached Siqian Village window of the drawing County a 107-1 second floor at the 30 -1.5 64-71 69.4 68.7 54 49 70 70 / / &(D Yingtan City front end of 6-94 teachers' dormitory Attached Xiwang Outside the Primary School 108- window of the third 100 7 66I72 61.0 59 60 /. (DOO drawing 6-95 of Qiandong, floor of teaching Xiabuji building _ _ _ 6 ® t; t %, -: SJ;4. it r 8 8S TiH SECONDSURVER & 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 sensitive railway(m) (LAeq, dB) (LAeq, dB) (LAem, dB) ii dB sud Drawing g point the measuring during __LA______souumbe receptorsNo. point Height train source o E rehDist t . Day Night Day Night Day Night Day Night nce n(dB) tceime 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 60554 -3.5 58.0 60 ( of Dongshan, row of residential Nanchang City building A ofCoungshan rowo ofresienti99 Liaojia Village Outside the Attached Coft Jinxia 113-1 floor of thefirst 15 -6.0 62 56768.9 66.8 58 54 70* 70* / /drawing Nanchang building Wangxie Outside the Attached 6-990 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 Nanchang building in village I I I . ® ) --. iQit r 8 9 THE SECONDSURVER & DESIGN INSTITUTE OF RAUILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Position Stable A Current noise Background Standard Amount r', . = c ~~~~~~~~~~~~~sound exceeding Measurin Description of relative to level rating noise rating limit standard Main Name of (LAeq, dB) (LAeq, dB) ~ B sud Drawing railway(m) duig (LAeq, dB) sound Number e sensitive g point the measuring rl m during (LAqdB Day Night Day Night Day Night source o' o X receptors No. point Dista Height train Day Nit operatio E NihtDa E nce ~~~~~~~~ ~~~~~~~~differetime time time te time time time time 7 ne n(dB) Outside the Attached Tianli niejia of window of the first 115-I floor of the first 20 -3.0 59.4 52.0 54 49 70* 70* / / drawing Jinxian, 6-101 Nanchang row of residential ______building . SURV-&I)E GNINSHTUTEOF~AtLWYF 9 0 THETFfiESECONi SECONDSUFVER & 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 ereceptors ° sn No. Dista ht train Day Night Day Night Day Night Day E*rc f operationDa E nce diffe (dB) time time titne time time time timeDy 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 tc Yanlong Outside the window of Attached VVillage of the first floor of the 15 -3.0 55.8 50.5 54 49 . Xiangtan 117-1 70* 70 / /d first row of residential drawing o.2 11-hrdistrict, the Z_PrimNanchang building 6-103 Outside the window of Attached e* ° theTNio.l5u first floor119-I at the No2 118-1 frn n f~ 140 1.0 62-64 61.2 I 61 / 60 I 1.2 I ® O drawing buil ~~~~~~~~~~~~~~~~~~~~~~~~~6-104 Z.' NPrimarynchangb uildn School of Outside the window of .2 ~ thefourthfioorat8he 140 10 64--66 64.3 I 63 / 60 / 4.3. I ®®cT e e* VllNo.2Nanchangofm 118-2 front endend ofof resiena tefching C ~~~~~building_ _ ~~ No.5 ~~~~~~Outside the window of ~~ ~NachnTielu 119-1 theth~fe fsixthfirt floorfloor atat thethe 191 finot end of the firs 8 0.5 66~-72 69.3 62.6 62 52 70* 70 / / ) Vage of row of residential Nnang _ JYJW iAS 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 SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Amount Standard exceeding o Position Stable A Current noise Background limit ta d Name o of Measur relative to sound rating noise rating (LAeq, dB) souind Nme o Description of the railway(m) level dB)d(LA,q, (LAeq, dB) sensitive duringNumb) 4~ reetr oint measuring point Heigberi Day Night Day Night Day Night Day Night source ; E receptors No. Dista ht orain nce differ (dB) tume time time time time time time time ence (dB) Outside the window of 70 70 / / () 119-3 the sixth floor at 30 15.5 66-74 69.8 63.0 62 52 of residential building Outside the wndow of 1.0 / OU0 120-1 the first floor at the 80 -3 66-72 61.0 / 56 / 60 50 teaching building _ Liantang Attached branch of Outside the window of 60 50 5.1 / 000 drawing Nanchang 120-2 frnt end of the 80 9 66-73 65.1 / 62 / Mechanis teaching building m School Outside the window of 60 50 4.3 8.6 (9)W 120-3 fontend ofthe student 80 9 66-~73 64.3 58.6 60 44 dormitory Outside the window of I 1.8 / (D) 121-1 the first floor of 160 3.0 63 -72 61.8 / 58 / 60 teaching building No.2 Attached High Outside the window of 3.5 / (IQ drawing the third floor of 160 9 66-73 63.5 / 57 / 60 I School of 121-2 6-106 Xiangtan teaching building g Outside of the window 60 50 1.0 6.0 0(0) 121-3 of student 120 3.0 63-71 61.0 56.0 52 45 dormitory(buigalow) Outside the window of 56 I 60 / /' Attached 3-_ Xiangtan 122-1 the first floor of 100 -3.5 62-71 59.2 / _ _ drawing g West _ teachingbuil _ _ _ 6-107 ec Xiaxi Outside the window of / 60 / 3.0 / 00 c Primary 122-2 the third floor of 100 2.5 63 -73 63.0 / 58 _ School teaching building 2 T I AS O D I VI a G i L WrA 9 TIIE SFCONDSURVER G DESIGNINSTITUTE OF IRAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Position Stable A Current noise Background Standard Amount co Name of Measur relative to sound rating noise rating limit e ing standard Description of the railway(m) level (LAeq, dB) (LAeq, dB) (LAeq, dB) Main sensitive during point measuring point Heig (LC,~ sound Drwn receptors No it t train Dayrc sore Number c rcetosmeasurmg N°o.t 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 t123-1ffirstrow rsntia 30 -3. 66'76 65 58.5 58 52 70 70 / /residAntwl Xiangtan building WestXiax Outside 610 the window of Attached iVillage 132 the second floor of the 3 . 67 59 6. 9 5 0 7 of West 132 firs row D~C rwn 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 5ECONDSURVER IL DESIGNNSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 3.4-2 (Continued) Amount Current noise Background Standard limit exnedin eT . _ Position Stable A rating (L ,dBstnadMi e. .Mesu relative to sound rating noise ; of Iriwym ee L~,d) (A,d)Mi (LAeIBdB Drawing ~Namese°Nsitvei Meing Description of the alway(m) level ratin dB) (LAe, dB) sound sensitive ~~~~~~~~during source Number point measuring point Heig train D 3E receptors Night Day Night No. Distan ht . Day Night Day Night time time time z; ce differ |pei tirme time time time I ______ence ( Ludong _____._ Xiang Primary OtietewdwAtce tang School ofOusdthwiowAace / 58 / 60 / 1.7 / (X)) drawing Xinyu Schoogang 124-1 of frst row of 140 -3.5 64-71 61.7 6-109 tiny Tiowang teaching room Fengcheng Epidemic 1Outside the window 50 6.3 9.3 O(D Attached prevenion 125-1 of the first floor of 120 0.5 65-74 66.3 59.3 65 58 60 _ drawing station of compoite building Fengcheng OietewowL6-110 66 59 60 50 7.1 10.5 6- _ Cy125-2 of the fifth floor of 120 12.5 66-73 67.1 60.5 composite building _ City Attached Village (ethev vofth Zhujia 70* / / j)® drawing of Fengcheng 126-1 frst1ib ofthe ftstuwof 20 0 65-74 69.0 68.2 59 52 70* 6-111 City _ o Longtan Attached Village, Pailou |Osidetewitkywoftle / / @® drawing 127-I |fstf1rofihfistxwof 30 0 66-75 68.9 68.5 57 52 70 70 Village of 6-112 Fengcheng WiKkgtihu ___ City ______Songhu Oetwmbwofte L2 / Attached SchoolP 128-1 fist lb of ahing 110 1.5 64u-72 61.2 / 56 / 60 / Zhangshu Wang______drawing 6-113 Songhu Oisietle-winbwofthe I 70 70 / / Village of 129-I Ifi tBiroftefirstKwof 30 0.5 66-79 68.5 67.5 56 54 Zhangshu ______ THE SECONDSURVER & 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 c to sound rating noise rating (Aq B tnadMi NName of railway(m) level (LAtq, dB) (Lne , dB) (La sensitive ~ing Description of the duringNumbe d sound Drawing 1W ~~~point measuring point Heig tranmsurc .2 E receptors point measunngpotNo. Dista ht Day Night Day Night Night Day Night 2 ~~~~~~~~~~~~~~~~~~~~~~operatioDay time ce deffer time e time time time time Huangjia alsde th wndv off Village ng,f130-1of ItiIof re i 15 0 62'-73 66.5 65.4 Fengcheng, bldgfil 58 45 70* 70* / / 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__ ___ TiE SECONDSURVER & DESIGN LNSTITUTE OF RAILWAYS 9 5 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Amount Position Stable A Current noise Background exedng tandard Mainexeein Nameof Measur ~~~~~~relativeto son rating noise rating SLe, B (LAq, dB) (LA'q, dB) L dB e , sNaMtlve In.railway(m) ofL scrip I level d) sound Drawing Description of the duig(LAe., ~sensitive ing Number ~~receptors point measuring point Heig tansuc Day Night Distan ht . Day Night Day Night time Night .;E No. ce er time time time time time time time ene n(dB) Primary School of Hanshan 5.7 / Village of 135-1 fitiorofthffrnxof 70 3.0 64 -71 65.7 / 58 / 60 / Town, Zhangshu Yichun Cit Xiongjia Attached Village o G frvetnwrwofIe 0.5 / O() drawing Linjiang 136-1 fist1lorroflhfJitiuwof 25 0 64-75 70.5 69.7 58 52 70* 70* Town, ca bdg618 6-118 Zhangshu luh gr _ Yichun City I_____.___. f) i5; ;A -- a %'8 Qa t PA 9 (; T EF SECONDSURVER & 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 ~~~~~~~~~~~~~~to A ~~relati'verating noi se rating Standard limit exceeding o .S of ~~~~~~~Measurtring Description of the railwa(m) sound ( n sound Name (I-Aeq, dB) standard Mi Drawing seentorsi pointof measuring point railway(m)Heig during (L~~~~lvelAeq,dB) (LAeq, dB) d Main Daw creceptors Number E 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 Luofang Laolou, 137-1 Attached 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 Xinyu City GD®® drawing 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 ofresdent 60 10.5 66-72 64.9 57.2 63 first row of restldenba 52 60 50 4.9 7.2 (OW 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 THE SECONDSt RVER& DESIGN INSTITUTE OF RAILWAYS 7 Electrification Speedup Renovation Project EA Report on Reconstructed Zhejiang-Jiangxi Railway m Amount Stable . . Amoung o Position A Current noise Background relative to soundStandrdiliit exeedin noise rating (Laa dB) standard Main Drawing - of jMeasur relay sound (LAt,n dB) (Le,dB) IA a' = _Name Name ~~~of sound Nme Descripti'on of the rala() level LAq(Le, sensitive m~ig source o~~receptors point measuring point Heig during ~~ Day Night s No. Dista ht train Day Night Day Night Day Night time time time time time e:Ence differ operati time time time ence on(dB) Outside the window of the sixth floor of the 0.9 / 141-2 t row of t 150 18.5 65-69 60.9 / 56 / 60 / first row of teachlng building Attached Outside the window of 8.4 W(O) drawing 142-1 the frst floor ofthe frst 70 -3.5 65-72 64.5 63.4 58 45 70 55 / Baoshan Village 6-124 of Xinyu City row of residential building Attached Zhongxin Outside the window of 3.0 / (X(( drawing 143-1 the first floor of the 75 2.0 65-74 63.0 / 54 60 / Primary School 6-125 of Jieshui, Xinyu first row of teahng 7 612 City building Outside the window of 50 10.8 16.8 ®)® Attached High the third floor of 20 6.0 66-78 70.8 66.8 56 48 60 Linyang drawing 144-1 teachers dormitory School of Fenyi 6112 County, Xinyu Outside the window of 60 / 2.2.6-26 / City the fourth floor of 80 9 61-71 63.2 / 55 / teaching building 2.0 / (M®l) Attached 145-1 The first floor of 80 6.0 66-73 62.0 / 52 / 60 I Zhanqian drawing Primary School, teaching buiding 63.3 I 53 / 60 / 3.3 I (©()| 6-127 Fenyi 145-2 The second floor of 80 9.0 66-75 I_I I ______teaching bullding Outside the window of 55 / 1.5 QO)(® | 146-1 the first floor of 50 6.0 64-72 60.8 56.5 56 46 70 Attached Residential Area domtory bhldeing w o drawing of Fenyi Hemp Otietewdwo 55 / 4.6 O 6-128 Spinning Factory 146-2 the fourth floor of 50 15.0 66-76 64.7 59.6 62 46 70 5.8 146-3 Outside the window of 70 6.0 63 -71 60.5 55.8 55 44 60 50 0.5 O® dormnitory (bungalow) 8 THE SECONDSURVER & 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) (LADqydB) sta,ndB ainr Kongjiameou of i DcDescription 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 oftr .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 9 9 1 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 Ofd t of Luxi County, 150-1 &Afooroftr 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 LuxiPrimary ~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 ______building- ~teaching ------ ®~zav~rW TESECOND 9 9 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 dB) (LA, Main Drawing oud Numberume : - sensitive 'Z:sensitive~~~Heg point measuring point Heig during sound .;receptors o <,, 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 kavk) Primary School 152-1 the first floor of 150 1.0 64-72 58.7 / 54 / 60 / / / ( 6-134 of Pingxiang teaching building 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 __ DenganVillageOutside the window of Attahrd Village 154-1 the first floor of the 15 -2.0 60-68 61.8 56.5 58 49 70* 70* I / O® 6136rg LDenganof 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 the fourth floor of the 20 14.0 72-80 72.3 66.7 71.0 52 70* 70 2.3 / ) dAt Ping Residenial Area 552 6-137 c>xian Coal Mine X first row of residential 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 daving Lilin Shangpu 156-1 thefirstfloorofthefust 60 -3.5 58-64 58.2 56.5 54 49 70 55 1.5 OJ) 6-138 Village row of residential buildingd . . TIIESECONDRVER &DaSIGN INSTITUTE OFRAILWAYS - - EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Project Position Stable Current Background Standard Amount relative to A noise rating noise rating limit exceeding o .2 Measur coName of railway(m) sound (LAcqq dB) (LAeq, dB) (LA,q, dB) stal ard Main ~~ sensitive ing Description (LA..Drawingi ~ of the level Drawiumbe point measuring point Hetg during .=receptors o <] No. Dista train Day Night sou Number E ~~~~N.diffe Day Night Day Night Day Night 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 Lilin / 58, 60 I 1.5 / ©©® row of teaching Awd I g to Yaojiaba, building -- Zhuz Zhuzhou Outside the window of - hou 6-139 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 (®)Noisefrom civil life (A)Construction noise (®)Factorynoise ©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 SECONDSURVER & DESIGN INSTITUTEOF 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 in m - a ?1Z h 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)iA ffiA% -_ab 3t G"G 1t 03 ® THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE 10 Renovation Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup 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 tank pipeline Bureau Yiwu Station Domestic wastewater 235 Septic 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 Septic tank network -< West Jinhua Station Domestic wastewater 525 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 tank ______Domestic wastewater 150 Septic 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 pipeline X Yingtan Station Domestic wastewater 250 Septic tank network Oil contaminated Oil separation, City Yingtan wastewater air floating pipeline Locomotive Depot Domestic wastewater 120 Septic tank network Oil contaminated Oil separation, City Nanchang= g wastewater 560 Air floating pipeline .=~Locomotive Depot Q Locomotive Depot Domestic wastewater 150 Septic tank network City z 3 Xiangtang Oil contaminated 440 Oil separation, 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 NCrittyuhc 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 ErHESECOND RAILWAYS SURVEY & DESIGN INSTITU'E 10 Project EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation 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 "EnvironmentalMonitoring 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 for the pollutants are mainly SS, COD and BOD5. Please refer to the Table 3.5-2 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) PH CODcr BOD; SS 'lant an( etroleui I Item _tePH 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 1.24 at the Nanchang c n 2002.7.3 am 7.90 42.5 25.4 42 / Locomotive 1 _ 7.81 45.6 22.3 50 2.03 1.82 Depot Mean 7.53 44.75 26.35 41.33 / 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 0.91 sewage o 2002.7.2 am 7.28 48.8 29.8 42 / plant 'a 3 pm 7.14 36.2 25.1 35 X 1.18 treatment 1.96 at the West 2 2002.7.2 am 7.14 52.0 32.2 34.5 0.14 Xiangtang 4 pm 6.02 45.8 28.7 28 Locomotive 1.54 Turnaround Mean 6.88 43.9 30.02 37.75 / Depot / Discharge am 7.23 1176.0 782.5 394.5 3.78 492 7.79 / outlet at the 200.8 pm- 7.89 1417.9 807.5 / Nanchang o > 2002.8.4 am 7.44 1223.0 767.5 632 .5.36 t( in g:- a q g it C6 TilT SECONDRAILWAYS SURVEYk DESIGNINSTITUTE 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 / . . Meapm 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 / . . MeapM 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 69M-i Qgg= &3 it PC107 TIIE SECOND RAILWAYS SURVEY& DESIGN INSTITUTE 10 Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation PH CODcr SS Petroleu Volatile LAS Item ______~~~ mType phenol Discharge outlet at a 0.185 the Nanchang Outletmean 7.3 131.2 45.5 30.8 0.13 Locomotive Depotl Repair workshop c) Analysis and assessment on pollutant sources (T Assessment Methods: situation, the By way of the results of the investigation and monitoring on the present degree of exceeding standard multiplication method was used to determine the that release pollution in the water quality of the sewage from the various work units 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 and depot water For the results of the assessment on the monitoring data of the station quality, please refer to Table 3.5-4. 65)ffi f - Mt Vz t~it 10R 8 THE SECONDRAILWAYS 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 ______Oil 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 1 Station of Sewage" (unit carrying 100 30 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 SECONDRAILWAYS SURVEY& DESIGN INSTITUTE 109 Renovation Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Plant Item PH CODcr 130135 Ss ~and 'etroleuin I ' eAnimalType It e m PH C OD c r B O D5 S S A n Xm a 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) 4.16 outlet of the Mean 7.28 57.0 31.1 46.33 N sewage Exceeding Standard 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 5.0 Comprehensive Discharge of Sewage 6-9 100 70 10 0.5 . " (Units carrying out construction before Dec 31, 1997) 0.46 = Shangrao Intake mean 4.8 1452.0 196.5 250 0.2 / Locomotive Outlet mean 7.3 48.1 54.1 0.9 N / Depot Outlet Exceeding N N N N Standard Times N____ Intake mean 6.7 1254.4 1658.0 1342.6 0.82 / 0.06 / Xiangtang Outlet mean 7.2 36.0 29.4 2.7 N locomotive depot Outlet Exceeding N N N N Standard Times 1376.8 1622.7 9.34 / Xia.gtang west Intake mean / 1687.5 6.2 0.075 Xlangtang west Outlet mean 7.4 38.1 25.5 locomotive N / turnaround depot Outlet Exceeding N N N tumaround_depot Standard Times N____ 0.12 Pingxiang Intake mean 360.2 231.2 199.8 0.034 Locomotive Outlet mean 7.25 64.38 15.88 1.47 N N Depot Outlet Exceeding N N N N Depot______Standard Times Class I of GB8978-1996; "Standardfor 10 Comprehensive Discharge of Sewage" 6-9 150 200 10 0.5 (units carrying out construction before _ Dec, 31, 1997) TEIE SECONDRAILWAYS 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 "Standardfor 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 iQt VA THE SECONDRAILWAYS 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 GB7488-87 BOD 5 Dilution and vaccination Petroleum Type Infrared spectrophotography GB/T 16488-1996 (®) Monitoring result: * =1; it ldJV a R 2 TIIE SECONDRAILWAYS 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.CODcr PH 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 LowerQ 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 Upper2 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 1 3t THE SECONDRAILWAYS 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/Nm 3 Item TSP SO2 NO,, PH 5.00 2000 AverageDensity Annual 0.145 0.011 0.031 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/Nm 3 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 I Daily Density) 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 Air average daily density of SO2 and NO, meet the class 1 standards of the "Ambient 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. 6A) in Mt - MSb i£~it- l114 THF SECONDRAILWAYS 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/Nm 3 Item TSP SO2 NO, PH The 1st quarter 0.284 0.042 0.025 Average Daily The 2 nJ 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/Nm 3 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 figM g A--- if iTt 5 THE SECONDKAILWAYS SURVEY& DESIGN INSTITUTE 11 Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation 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 TIlE SEO R -'E &D i NST 1 16 Q6TIIE SECONDRAII.WAYS SURVEYh 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 ConsumptionOil Smoke S02 NOx CO 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 SO 2 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 > THESEN W THESECOND RAILWAYS SURVEYR &DESIGNDES a INS'rlTUTE1ISitUT 117 7 Speedup Renovation Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification ts 7 Number of Model Oil Discharge of Pollutan Station CO Locomotives Consumption Smoke SO2 NOx 8.2 3.2 Xinyu 2 DF5 441.4 6.8 1.4 4.2 1.6 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 12.6 4.8 Pingxiang 3 DF5, DF7 662.1 11.2 2.1 4.2 1.6 East Liling I DF5 220.7 3.4 0.7 138.0 28 167.0 64. Total 25 8828 0 _ I_ I _I ______~~~~ Table 3.6-8 Discharge of Air Pollutants from Boilers Unit: t/a Model Coal Smoke S02 NOx CO Station Consumption Dust 3.9 15.9 Jinhua locomotive Horizontal-type 320 1.4 6.6 depot KZL4-13 ___ 18.3 45.6 Shangrao Horizontal-type 1500 4.1 26.9 Locomotive Depot KZL4-13, KZL I-8 150 12.4 12.6 Yingtan Horizontal-type 1019 1.8 3.5 Locomotive Depot KZL4-13 ______5.5 5.6 Yingtan Station KZLI-8 450 1.8 6.6 Horizontal-type 2000 1.0 2.0 24.3 24.8 Nanchang l Locomotive Depot KZL4- 13 16.1 16.4 Xiangtang Horizontal-type 1326 1.5 27.2 locomotive depot KZL4-13___ 16.6 32.3 Pingxiang Horizontal-type 1000 1.8 26.4 Locomotive Depot KZL4-13 2.8 10.6 Xinyu train KZLI-8 220 0.3 4.1 operation depot 2.8 13.7 Xinyu Electric KZLI-8 230 2.3 4.7 Locomotive Depot 14.4 14.7 Zhuzhou Horizontal-type 1184 8.9 20.1 locomotive depot KZL4-13 ______17.3 17.7 Zhuzhou Station KZLI-8 1424 9.5 22.8 134.4 209.9 Total 10673 34.4 150.9 can be found From the discharge of pollutants from existing railway pollution source, it and NO,; that major floating source is diesel locomotive, and pollutants are smoke dust discharge is the fixed source is mainly burning coal and the relevant pollutant comparatively small. 3.7 Electromagnetic Environment 1) Investigation on present status of television reception in the towns According to the site investigation, all residents along the line are gathered optical fiber and near the stations. Effective closed circuit of telecommunication or 6Z) IS % - gh v *£ il- R 118 TIfl SECOND RAILWAYS SURVEY A DESIGNINST'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 MilPercentageSensitiveSpot. 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 % Road 30 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 _lzia ~t T 11 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE 119 Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation 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) 11v/m) (dB ilv/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 1 391 I Village of 11 24 208.25 50 11 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 11 351 361 2 iali Villag 10 30 200.25 47 12 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 401 4 Shitagang 8 40 184.25 59 * 15 Residential 10 41 200.25 47 13 34 Area 38 42 711.25 78* 14 54v 4 43 77.25 69 * 13 561 521 Shanchuan 12 44 216.25 87 * 35 Residential 8 45 184.25 47 15 32 5 Area in Jiangshan City 22 46 543.25 39 16 27 50 16 34 ______31 47 655.25 6s) =oit17: H-F 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 Qingshan Coal 6-16 20-10 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 SECONDRAILWAYS SURVEY& DESIGN INSTITUTE 12 Renovation Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup 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 the 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. 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 monitoring Bandwidth resolution of the frequency spectrometer is 120KHz. The measured frequency bands were: 0.15-30MHz, 30-300MHz and 200-1000 MHz, and of the frequency spectrum was saved in EMS memory of frequency spectrometer HP8591E. (®) Used ESH2 interference measuring apparatus for monitoring 0.5MHz Detection on quasi-peak value was adopted and the monitoring frequency was Lines ("Monitoring Methods for Interference of High voltage Overhead Transmission survey and Radio of Substation" (GB7349-87) prescribes 0.5MHz as the reference frequency). Firm maximum values were recorded. b) Monitoring on power density of electromagnetic radiation are 5m Two points are set up on the edge of the enclosing wall of the substations (they 0.5m away from 11OKv transformers and AT transformer). Point 3 is set at the location ground away from monitoring equipment in the machine room. Distance between D KMAm --- a q it 1t %1~2 THE SECONDRAILWAYS 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 wXn f_. 3 tI -1 H3klRI-H Diagram3.7-2 Frequency Spectrum of 30-300MHz THESECOND RAILWAYS SUX Y DIGqi S 1 2RI THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE 123 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project C c4 o- I1 E=F = 1 5FC _T12F- Diagram3.7-3 Frequency Spectrum of 200-100OMHz No-1o F~EF 7~ E! F'EC(TF!LJr- C ) z E3I H FRF_1~ 715 F=H FL3 rF JrI JI 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 ffi -_ Vi 4 a it 14 RAILWAYS SURVEY &DESIGN INSTITUTE 12 ® THE SECOND 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 1tv/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"(GB8702-88). 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 :g i 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 DiW SURVa DiNSi 126 TIIE SFCONDRAII.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 SignalS 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 . S iE RLA ®THE SECONDRAILWAYS SURVEYSE h DESIGND INSTITUrTE12iNtI 12 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 sigal-to-noisemn shallo SNot Measuring Point chanerrig l ratioshall (SNR)reach ratioSignal-to-noise (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 _8Q A ?i ir if 1 SURVEY &DESIGN INSTITUll: 12 ® THE SECOND RAILWAYS 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 ParameterPlot 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 gMb -- IV129 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE Renovation Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup 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= mS TTE 1 THE SECONDRAILWAYS 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 THESECONDRAILWAYSSURVEY&DESIGNINSTITUTE131 THE SECOND OD ® 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 SECONDRAILWAYS 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 SECONSECOND RI-RAILWAYS SURVEYSUE & DESIGN itINSTITUTE 1x 1331 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 Administrati Total yg of Erosion Intensity Administrat Ttalo 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)TIIE SECONDi XRAILWAYS - 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 R 1t 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 THE.THENSECONDiLWS RAILWAYS - SVSURVEY k DSIDESIGN ITTMNTEEUTE13 138 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 SECONDRAILWAYS 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 Jurisdiction acquisition I %D it --_ m Vi t R 141 O D TIlE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE Renovation Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Xiashan District, 1759.44 211.99 414.73 2386.16 Hangzhou City 3037.77 Zhejiang Zhuji City, 1838.52 89.87 1109.38 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 8793.25 Province Nanchang City 5787 1796.25 1210 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 3414.26 Hunan Zhuzhou City 2435 325.26 654 Total 29076.9 6281 7951.8 43309.7 3) Impact of Land Occupation on Agroecological Environment to the Basic farmland protective areas has been determined along the line according methods for Protective Provisionsfor Basic Farmlandof the State Council and protective over 85%. In basic farmland of the provinces and cities. The rate of protection is generally taken as the this Works, 90% of the newly-acquired and temporary occupation of land is THET SECOND RAILWAYSSURVEY & 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 (%) (%) THEEO RALWAYS SURV&R itNT 143 ®THE SECONDRAILWAYS SURVEYh DESIGN INSTITUTE Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation 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 ~~~~~~~~~~~JiangxiProvince 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 farmlandof 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 i D INSi+UT 144 ®THlE SECONDRAILWAYS SURVEYh DESIGNINSTITUTE 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 iSECNDmFRAILWAYS SURVEY DESIGNINST THE SECONDRAILWAYS SURVEY&r DESIGNINSTITUTE 4I.5 Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Nanchang City Coverage rate of basic Qty of basic farnland farmland protection area Type Qty of basic farmland occupied protection area protectionarea(%) 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 of basic farmland occupied Qty of basic farmland Coverage rate of basic Type Qty 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 iAt M = ah ?V i@ it rIA 146 THE SECONDRAILWAYS 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 2 entire line, 85500m of 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 THESECONt RAIWAYS SURVEY DESGNNS THE SECONDRAIllWAYS SURVEYh t DESIGNINSTITUTE E47 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. THESECOND AYSSURVY &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 10 4m3, including 5491.69 X 104m3 for subgrade works and 913.26 X 104m3 for station yard works, in which excavation is 4 3 3863.63 X 10 m , packing 2541.33 X 104m3, cut and fill 1422.05 X 104m3, borrow soil 4 3 1200.01 X 10m , 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 0 1460346 / Quzhou City 747411 673686 123574 2782499 / / / Total 2919993 2865525 507531 5881154 75338 / / SC RiA W SVm IG R THESIECOND RAILWAYS - SURVEY ^: DESIGNINSTITUTE 149 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;) ffiit m -= AT it~ il- "150 THE SECONDRAIWAYS SURVEYA DCSIGNINSTITUTE 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 4 3 (10 m ) (104 m3 ) (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 SECONDRAILWAYS SURVEY& DESIGN INSTITUTE Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation _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, 0 K371+071 side 3. 675pond 5- 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 SECONDRAILWAYS 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 SECONDRAILWAYS SURVEY& DESIGN INSTITUTE Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation 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 4 (104 m3 ) (10 m) (mu) (mu) land Yichyun Yicnjang- K788+120-+340 Right 49.1 12.63 Dry 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 dry Quanjiang- K852+870 Right 28.5 7.15 Paddy field, 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 Right 34.8 10.01 Dry land K882+316-+420 side Dengruiqiao- K882+327-+557 Right 36.2 10.43 Dry land Laoguan side -+848 Right 45.8 13.16 Dry land K882±734 side 4 Wi;E m = a V iQ Tt 1t 154 TTIIESECOND 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 ~~~~~~~~Paddyfield, dry K908+130-+155 Left 35.3 13.17 side lnland 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+200side ~~~~~~~land Yaojiaba - 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 (mu)5 (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 SECONDRAILWAYS 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 Stationwild 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 fo 1 catenary Rebuild and expand th Borrow soil station yard from nearby 9.3 2.5 of Zhuzhou slope or North wild land Station TIESECOND RAILWAYS SU & iG it UTE 156 TIIE SFCOND RAIWAYS SURVEY A DESIGNINSTITUTE 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 + ~~~~~~~~~~~~~~~~~~~~~Totallydump 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 Zhuji No.2 Tunnel 227 K81+927.5 4.0 6 ~~~~~~~~~~~~~~~~~~~Newly-builtline double 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 SECONDRAILWAYS SURVEY& DESIGN INSTITUTE Project EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Slag Land Tunnel producti occUpati length on ~~~on of S/ Name of Tunnel length Center rejected Remarks N mileage slag (in) (x 104m3) (mu) 18 Newly-buit double 11 Shangshan Tunnel 304 K112+462 3.4 line 17 Newly-buihtdouble 12 Tangwu Tunnel 578 K113+215 5.1 line 27 Newly-built double 13 Changtang Tunnel 562 K1 14+234 8.7 line 44 Newly-built double 14 Suxi Tunnel 1496 K116+646 13.1 line 15 Newly-builtdouble 15 Dongku Tunnel 166 K325+010 3.2 line 15 Newly-built double 16 Wenjiatang Tunnel 319 K748+686.5 5.5 line 39 Newly-buimtdouble 17 Banbei Tunnel 1002 K753+815 5.6 line 14 Newly-buintdouble 18 Luojiali Tunnel 201 K761+025.5 4.0 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!DiS 5 g --- JYJ F i£ il IE 158 TIIE SECOND RAILWAYS SURVEY &DESIGN INSTITIITE EA Report on Reconstructed Zhejiang-JiangxiRailway 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 2500m 3/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 it m - a WF at " 159 TIIE SECONDRAILWAYS 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 64km m 7 =3V @Rilt 1x 160 lI'lE SECONDRAILWAYS 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 TIlESO RiLW_U N DSINt 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 NewrXiasharea K247+510 139.9 Xiashan 5x24m Bridge Stream New Shangshan Crossing Stream Bridge K250+118 144.1 Shangshan 8x1 6m Stream______Bridge____ Stream ~~~~Crossing New DongjijiangNew Dongjijiang K258+580 333.3 Dongjijiang 13x24m River Bridge River Jiangshanjiang River Crossing Bridge K287+038 404.5 Jiangshanjiang 12x32m River ~~~~~Crossing Lingxi RiverLingxi RiverK375+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 Crossing 2x.5x32+(l x42+2x64+1 x42 Lushui River Bridge IK896+300 473.4 x32]m I______I______I_____Lushui River continuous beam)+2 (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. X =I , F Q Tti ' 162 ®@ SURVEY& DESIGN INSTITUTE THE SECONDRAILWAYS 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--- MbV * t RX 164 THE SECONDRAILWAYS 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 SECONDRAILWAYS 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 & iGNINSTUE 167 THe SECONDRAIL.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 - tutV *;1- ITPA168 THE SECONDRAILWAYS 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 "Standardfor 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)xK 1xK 2 SY=(30.912xPxB-14275)xK 1 xK 2 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- _ Xbi i it NC 169 THE SECONDRAILWAYS SURVEY&t DESIGNINSTITUTE 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. A6I K= -YJVI ig iil PA 170 THlESECONI) RAILWAYS SIIRVEY &DESIGN INSTITUTE EA Report on Reconstructed ZheJiang-Jiangxi Railway Electrification Speedup Renovation Project R=ZR,=2 0.0125Pi 16"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. 3 5O006 6 In the formula: X slope length, m; 0-Average slope gradient of runoff length (0); TE S RLWAYS SURVEYDESIG 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)ffiMfi --= 'V QtS TR_ 172 THE SECONDRAILWAYS SURVFYA DESIGNINSTITITl'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 1.1296x10 4t, 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 SECONDRAILWAYS 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 (10 4 m3 ) 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 ad ProvinceHunan 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 SECONDRAILWAYS 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/km 2 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 FZ iN:R t 1E 175 THE SECONDRAITWAYS 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. TESECONDi Ag mUY ESI it I 176 ®THE SECONDRAILWAYS 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 1lO-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 THE SECONDRAILWAYS 6S)-uiA SURVEY m & DESIGN ;Q INSTITUTEU A177- 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 2210.33x10 4m 3 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 iit R 178 THE SECONDRAIIWAYS 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 SFCONDRAILWAYS SURVEYh DESIGNINSTITUTE EA Report on Reconstructed Zhejiang-JiangxiRailway 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 R it 180 THE SECOND RAILWAYS SURVEY h DESIGN INSTTUTE 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 THESEg ;AW SURVDI it TU 18T1 ODTHE SECONDRAII,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 mf =l iWQ iit IR 182 T-THFSECOND 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 ~~~~~~rejectionyard| 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~~dnenftlinnPI 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 | oIRegulating measures for land L L a w l I _|~~~~~~~~~Levelingand cutting of side slope and greening works| Watert H drainage works Side ditch, drain gutter oand intercepting ditch, etc q , 0 q measuresRegulating for land HMRetaining wall and slope protection works o O el > _ | ~~~~~~~~~~~~Andgrass planting greening| Elo _ Protective for side slope S p_ aeasures - Retaining wall and slope protection works | Water_drainage worksonslaT connjSide ditch, drainage ditch and intercepting ditch 5 Q B e 7. =CD Land regulating worksl y ,,0 ¢ o. | atrdrainage works of side ditch and intercepting ditch, etc Water~~~~~ Rejected soils(sag levelingelandmio Lq Mortar rubber paving stone piece at slope o ic #¢ , O¢| < , rl ~~~~~~~~Stonepiece protection and surface protection on side slop7e | ®°THE SEON RAgWY SUVE &¢DEIG IIT q 2BR CIB_ Rejected soil (slag) leveling and land makingl . o| t o L| ~~~~~~~~Toconnect with original water system to satisfy the width of water| drainagel 6S)g -mW m S Q it R183 THF SECONDRAII.WAYS SURVEY. DESIGNINSTITUTE 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 hnnel 5 ~~~~~~~~~~~~Stonepieces Gysreenig S/N Namer of Tunnel Tunnellenyhretammg b raysng Remark length Central Mileage walls fegras s | 3 seeds m m2 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 LJC~~~~yU1180 ~~~~~~No.2 K49±495K49+495 Lujia 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 PujiangNo. 2 ~~~~~~~~~~~~~~~~theslag 8 Pujiang No. 2 1097 K108+439.5 2100 25584 rejection Tunnel ~~~~~~~~~~~~~~~yardof 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 [P i l THF SECONDRAILWAYS SURVEYA DESIGNINSTITUTE g- 184 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/sjahi = ma z a i1t R85 THE SECONDRAILWAYS 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 TIOISECO-ND RA St N R 186 ®TIIE SECONDRAII.WAYS SURVEYA DESIGNINSTITUTE EA Report on Reconstructed Zhejiang-JiangxiRailway 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 DSGa Nr 187 ® THE SECONDRAILWAYS 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 - & V i ;1- 188 THE SECONDRAILWAYS SURVEY. DESIGNINSTITUTE 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 TH SECONDRAILWAYS SURVEY& TJES[GN INStITUTl 189 ®o TMHESECOND RAILWAYS SURVEYk DESIGNINSTITUTRE18 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. a6in M = At' V! 'l' fl- rA190 THE SECOND RAILWAYS SURVEY &DESION INSTITUTE EA Report on Reconstructed Zhejiang-JiangxiRailway 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 404.95x10 4m3, in which excavation is 3863.63x10 4m 3, packing 2541.33x104m33, cut and fill 1422.05x104 m3, borrow soil 1200.01x104m3 , purchasing commercial soil 135.71x10 4m 3, dumping 2217.61x10 4m 3,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 1200.01x10 4m 3 and dumping 6!DiAg - Mbt Q 1Eil~ ~191 TIIE SECONDRAILWAYS 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 p*V l - ma iQ Tt "P 192 TIIE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-JiangxiRailway 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 ?T9i it R 193 THE SECONDRAILWAYS 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 SECONDRAILWAYS SURVEY H DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-JiangxiRailway 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' -'14-98'1.5-99.7 94.15 91.3'- Leq (dB (A)) 100.2 105.4 .- 8.35''6 10467. .3 '9 149. 108.5 128.9 Spectral Mdu-Mdu Medium- 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) !fiffi -_ J V QR it 1E 195 THE SECOND RAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-JiangxiRailway 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 SFCONDRAILWAYS 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 SECONDRAILWAYS 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[J100°Lb *t,]lT i=l In the formula: Leq-- Continuous equivalent sound level A (dB) in the forecasted period of time; 4 T-- Forecast period of time (S), daytime T=5.76 X 10 4, nighttime T=2.88 X 10 ; 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 SECONDRAILWAYS 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. 6V;A & M=g- m m Q tR k 199 TUIE SECONDRAILWAYS 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 MainlinelMainline ~~~~Throat Areas 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 60 0%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 Sid -_ a V i~ 4t r 200 THE SECONDRAILWAYS 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 circumstancefor 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 Souindof Operating Location of the Average lItem Sound nl>ntateSr 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 exostit 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 SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-JiangxiRailway 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. ®! i0 - m I it 1 2022K 2 THE SECONDRAILWAYS 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 =Day cDay Day ig Day Night Day Night D- Railway Noise O Ro0~~~~~~ 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 OXinzhatou 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 ~~~~Long74.2 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 SIUNNTIT 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 anoe,it 3 Long 74.2 73.4 16.7 18.4 4.2 3.4 Househol Zhanghuang Short 73.6 72.9 10.8 18.9 3.6 2.9 More 0 36 29 6 2 of°Zhluji C itybZibu ___1 15 __ -20-2.0 term 7673__ 6___ 72_ 99__ 578 8 5405.d64s 13 0 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 DterRAILWAYS SURVEY_ INSTITUTE ______ TIESECONDRAILWAYS SURVEY&DESIGN INSTITTE 2)0 4 Table 4.3-6 (continued) z Z Position Forecasted Current Forecasted Amount Z 5 Relativeo to Noise Value - Standard Value Exceeding x5 HCD 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 CI N' 5 o Fluctuation of Day Da Day ighDay Day Night Railway Noise NighDaNighy NightDa Nih time time Daytime t t time t~~~tie time time timeim time R2 c 0 - 55 t 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 as City Lon 73.2 72.4 8. 053.2 2.4 ~~~Zhuji teorm 8. 05ds N FrBack Short 70.9 70.3 9.4 10.8 0.9 15 3 More GahSongjia of12-1 40 5. term 615 59.5 70 55 than 100 Increase of 22 Zibu village, Long 71.9 71.2 10.4 11.7 1.9 16.2 Househol Zhuji City term______ds and decrease of 2 61Front Short 75 7 1More freight trains in the Son ofi13-1 term tha_10_hor-trm sZibukHe ovillag Zihl 15gieCit 20 -5.5 ~~~~~~~LongS ho 60.7 58.4 27 1 707 70 . 3 thanH327.ouschol 120 shorterm.s20K/ Zoibuvlage Log 7. 241. 4032 24 Househol Increase of 42 Zhuji City ter 3 __2 __72 _ __4 12__5 14___3_2 2 ds passenger trains E Back Short 725 7. 20 1. . . oe and 4 freight trains )Guanzhuang term 5 n 30 E of Zibu 14-1 20 -5.5 60.5 59.0 70T 70thn0E The lgerm. _nLn Houschol Tre pe au CD village, Long 72.4 12.7 13.4 3.2 2.4 of passenger train Zhuji City term 3. ds is 200 Km/h. Front Short 73.6 72.9 11.3 14.5 3.6 2.9 More Guanzhuang term ta 2 of Zibu 15-1 15 -6.0 Log62.3 58.4 70* 70* tHans120 village, term ~ ~~74.273.4 11.9 15.0 42 34 ds ____Zhuji City tr RIg~Fu & Fan Short7367.141 6936 29 More Increase of 22 - ~~~~ village oftem _ than 130 passenger trains Datang, ~16-1 15 -4.0 tem59.5 56.0 70* 70* Hueo n eraeo ~~~~5~ 0~ ~ ~ ~ ~ Log 74.2 73.4 14.7 17.4 4.2 .3.4 d rih risi h o Zhuji City term d rih risi h oHe village Short More short-term. ______of Datang,17-1 15 -5.5 73.8 73.1 66.8 65.4 7.0 7.7 70* 70* 3.8 3.1 thn10Ices of4 1-4 -Mit _-R a v ~205 Zhuji City Long 74.4 73.6 7.6 8.2 4.4 3.6 Househol passenger trains term __ _ 18-1ds Ii and 4 freight trains Xiajianlu Short 73.6 72.9 12.3 14.0 3.6 2.9 More in the long-term. village of 1-1 15 -45 term 61.3 58.9 70 70 than 140 Target speed value Datang, 1 Long 74.2 73.4 12.9 14.5 4.2 .3.4 Househol of passenger train Zhuji City term ds is 200 Kmi/h. Dashitou Short ~~~73.6 72.9 13.8 15.5 3.6 2.9 village, term Mr Jiyang -1 -m 5 56 70 700 than n street,HZh 191Long 74.2 73.4 14S4 170 4D2 .3.4N City term ds Houfan Short 70.9 70.2 10.7 12.0 0.9 0.2 85 village of 201 3 45 term 60.2 58.2 70 70 Househol Wangjiajin, Long 71.013 1281. .0 d Zhuji City term 11 2 5 10 d TESECONDRAILWAYS SURVEY & DESIGN INSTITUTE Table 4.3-6 (continued) z Z PoiinFrcse Current Forecasted Amount Reaie ote . Vle Noise Value - Standard Value 'Exceeding Z Railway~~~~ (in) LA~~(dB) Rating Current Noise LAeq(I:11) Standards C CD _ A(B atn(B __ (dB) % Factors in the CD 'a . ~ Fluctuation of -. ~~~~~~~~~SCD a~~~~~~~igtDayti Nigh i Nigh ay'Night a CD timeyt me . me time mime time ~ CDa - me me time time C ~~ ~~ iS1houses teShor 63 72.9 15.1 16.7 3.6 2.9 More ~~ l3houses term 6 ~~~~~~~~~~~~58.56 than 330 0 ~~~~villageof 21-1 15 -4.5 5. 0 0 WaDjiatermon 24 73.4 515.7 17.2 4.2 .3.4 Househol Increase of .22 Chaokengy Short___72_ and decrease of 2 Chlageoken Short 72 71.9 5.13.5 14.9 2.5 1.9 150 freight trains in the vailage of 1 30 -. term 73 _____ 57.0 70 70 Poles short-term. Increase Zhuji City ___ termn 2 72.4 14.2 15.4 3.2 2.4 Po of 42 passenger YijingShort 73. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~trainsand 4 freight Yijing Short 73. ~~~72.9 15.0 16.1 3.6 2.9 More trains in the village of 23__3___5 tri _ 6______6__r- 0 0 than 450 long-term. Target Paitou, 231o0n4. gtr 64 73___4 56 56.8 70 70 .2 .3 Househol sedvleo Zhuji City term 2 7341. 6642 .4 ds sedvleo Dazhuang Short 61. 60.7 2.4 3.1 1.4 10.7 More pasege trainh i village of 24-1 100 -45 term -4 __ 59. 57.6 60 50 Houshol20 Paitou, Long 62. 0 Hueo Zhuji City term 1 61.4 31 3.8 2.1 11.4 ds ______Dazong Short 61. i More Increas-e of 22 5- village oftr 61 405.61. 1.1 than 100 passenger trains of25-1 60 -40 ter 8- _ __ 7 55.5 60 50 Hueo n eraeo o ~~~~ Paitou, Long 62. 8 Hueo n eraeo Zhuji City term 4 ~~~~ ~ ~~~~61.74.6 6.2 2. 1.7 p Zhuji City term 4 _ds -~_ freight trains in the S.gyuan Short 73. ~ ~ ~ ~~~~ ~~~~~~~~~3 29 More short-term. Increase vilangean Short 73 72 51.91. than 80 of 42 passenger villageof 26-1 15 -4.0 tem 6 ____ 5. 54.8 . 70* 70* Hosh-tan n rih Paitou, Long 74. 5Hoshl tan ad4frit Zhuji City ~ ~~~~~73.4 14.7 18.6 4.2 3.4 Zhuji City ~~~~~~~~term2 ______ds trains in the Yuanjia 271 2 35 Short 72. 719 71. 665 07 54 70* 70* 2.5 1.9 More long-term. Target ____ ~~~village of If 20 3. termn1. 8 ~6.~07 54~than 60 speed value of MI = t *it m 207 THEOND RAILWAYS SURVEY& DESIGN INSTITUTE Anhua, Long 73. 72.4 1.4 5.9 3.2 24 Househol passenger train is Zhuj i City ______term 2 72.4_ 1.4 59_3__2_4 ds 200 Knmh. I ~~~~~Wangdian Short 73. 7319.2 9.9 3.8 3.1 More I village of 28-1 15 -2.0 termn 8 73 64. 63 2 70' 70 tousehol Anhua, Long 74 73.6 6 9.8 10.4 4.4 3.6 Hou sehol 0. ~~~~ZhujiCity term 4 _ ds______ TESCNDRIWAYSSURVEY & DESIGN INSTITUTE20 Table 4.3-6(continued) z z e Current Forecasted Amount 3 Z ES~~~~~; Foreaste I o o ~~~=.Noise ~~ Value Value - Standard Value Exceeding W 0 ,"Le d) RatingLA,q(d Current Noise LA,q(dB) Standards m Factors in the i ° o (> Fo HXa o Vale 3 B) Rating(dB (dB)S a _ 0 Fluctuation of X e o- w t <0 lle i Ngb Nigh H. Railway Noise E' Dy Nigh Dy Nigh D Nigh Dy NgtDay Night ~-~~~~~2. ~ ~ ~ Dy a ayDa Nih (IQ ttime time time time time time time I Wangjiatan Short 73.6 72.9 2.2 3.2 3.6 2.9 0 XdmgwE1.2-1 175 -. 0 LongS 71.4 69.7 70 70 - Log 74.2 73.4 2.8 3.7 4.2 .3.4 Puil292 mg30 termtemm68 time 0 66timSG 30 ti-e29 / I d 0e Xiali Short 66o. 0 8.4 / /re village of term 68.7 6th7 53 0.4 than 120 Pujiang Househol Increase of 22 Arjhua 29-230- 3015 5.5-2 0 termn7 34 568.0 66.367 1. 677 70 700 42 34 dstm10i pasenh er ogtrn trains Long and decrease of 2 teH6. 67.3 1.2 0.9VEYfreight trains in the short-term. ______- ______Increase of 42 Wangj iatan Short 73.6 72.9 15.1 16.2 3.6 2.9 More passenger trains g village of 30-1 15 -2.0 term 58.5 56.7. 70* 70* than 170 and 4 freight trains Anhua, Long 74.2 73.4 15.7 16.7 4.2 3.4 Househol in the long-term. Zhuji City ____ term_____n_____ ds Target speed value >G"Ig ViLll Short 73.6 72.9 5.1 7.5 3.6 2.9 More of passenger train of7heo-; 1- 15 2. term 68.5 65.4 70* 70* than 100 is 200 Km/h. 419 31- 15 2.0 Long 74.2 73.4 5.7 8.0 4.2 3.4 Househol Cily term ______ds XlPigAShor 73.6 72.9 3.2 / More vlak of Suxi 32-1 15 -3.0 tr 58 56.4 - - 60 thoaseho0 JitmCity Long 74.2 73.4 3.5 Hoseo term ____ds New Shilibei Short 6. 64313 183/ More New station, station village term 6. 4 33 1. than 80 Increase operation 33-1 30 1.5 -53 46 70 70Hoshl n aril& ofw Long 66.6 64.7 13.6 18.7 / ds leaving of train; 33-2 60 0.0 Sot63.7 62.4 55 479 8.7 14.4~ 70 5 . nraebodat ______~~~~~~~~term whistle, etc. THE SECONDRAILWAYS SURVEY & DESIGN INSTITUTE 209 Long 64.2 62.8 8.2 14.8 / 7.8 term Long 72.0 69.8 -1.4 +0.1 2.0 / term ____ Short 71.8 69.6 -2.6 -1.3 1.8 / 34-1 20 2.5 terr 72.5 74.4 70.9 - - - 70* 70* - cn~ ~ ~ ~ ~ ~ ~~ og 72.5 70.3 -1.9 -0.6 2.5 0.3 Ices f 2 CD term passenger trains o: Xiuhu Short 68.0 66.9 -2.6 -0.2 / More and decrease of 2 Residential term _ _ than 800 freight trains in te Area, Long 68.6 67.6 -2.0 0.5 7 7 Househol short-term. Yiwu City term ds Increase of 42 34-2 30 2.5 on70.6 67.1 70 70 psegr tan Long 653e4.65.3passenger 08n.0/and 4 freight trainstras the long-term. Long 711t5.e097 65.8 0.9 .81m /Target in speed value' Shengli Short 72.1 66.7 -0.3 0.7 2.1 11.7 More of passenger train Residntia35- 40 1 1,term ____ 72.4 66.0 70 55 than 600 is 200 Km/h. Aridenial Long 72.3 67.2 -0.1 1.2 2.3 12.2 Househol Yiwu City &DFSIGN_INSTIds term Ara Lon 2t. Househoitl 210 TESECONDRAILWAYS SURVEY &, DESIGN INSTITUTE Table 4.3-6(continued) Z Z Current Forecasted Amount > r_ S.~S R m08 z m Forecasted Noise Value - Standard Value Exceeding W q - 0 0 Value )i ( Cre i N2s - Guan tangRatngLAB) Srrnt 7Noise LA3(dB) Standards o. a 3u gk 37- 15 1tn06. 46s (dB) C -. Day~~~~~~Nigh Dy~ Nigh Dy Nigh v T time time tiermD Day Night Day Night CD a PnmaryLong 62.8 /t0.8t/m2.8m/time time time time s l Guantang Short More tanc oGuAntang Short 73.6 72.9 14.7 16.4 3.6 2.9 More than SiaYtu36-1 15 -4.0 term 58.9 56.5 70* 70*14 village, Long 74.2 73.4 15.3 16.9 4.2 3.4 Household Yiwu City term ___s Guantangk Short 73.6 72.9 3.1 4.2 3.6 2.9 More than e village, 37-1 15 1.0 term 70.5 68.7 70* 70* 120 Yiwu City Long 74.2 73.4 3.7 4.7 4.2 374 Household tncrease of 22 Yiting Sho~~~~~~trt passenger trains Yiting Short ~~~62.4 /0.4 /2.4 Iand decrease of 2 Town 3- 0 term 62.0/ 660 6/ 938 frei'ght trains in Primary 381 10 5 Long 62.8 / . Pols the short-term. School ___ term -_ -_ I --- - -~~ ~~ Increase~~~~~~~~~~~~-- of 42 Anviage of 42-1 20 15 Short 73.6 72.9 13.1 14.3 3.6 2.9 More than passenger trains m ~ village, term ___an_4_regh C- Yiting 39-1 15 -1.5 60.5 58.6 70* 70*10an 4frih town, ~~~~~~~~~Long7. 7341. 148.2 .4 Household trains in the town,term 7. 341.7 1. . . s long-term. Target Yiwu City spevau.f Duitousan Short 73.6 72.9 13.4 13.7 3.6 2.9 More than passenger train is village, term10 20 mh Tangya 40-1 15 -2.5 Log60.2 59.2 70* 70* 100u 20eKmlh town, Long 74.2 7341. 424.2 3.4 Hosehl Jinhua City tr H-uanghe Short 68 63118 2638 131 More tha_n vilageof41-1 70 -3.0 term 61.9 60.5 60 50 8 Dongxiao, Long 64.4 63.7 2.5 3.2 4.4 13.7 Household Jinhua City ______term ______s Xixnu 42-1 20 -1.5 Shr 72.5 71.9 71.5 70.8 1.0 1.1 70* 70* 2.5 1.9 More than Decrease of 1 village of term 60 passenger trains QS)~~~~ = iS g - 211 T THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE Jihualtyerm 73.2 72.4 1.7 1.6 3.2 2.45 tipshort-term. ______~~~~~~~passengertrains Dongxiao,43-1 20 -2 0 SLong 73.25 2 24 747* .52. 70* - 1 indthceae in of~ Jindong Shorn 725 719 01 15 25 19 More than 10 freight trains village 43-1 20 2 300 long-term. DolngxuaoCity term72 0.8 2032 24 Household Target speed s value is 200 Jihu Ctte Km/h. DESININSTitUTE212 THE SECONDRAILWAYS SURVEYSURVEYX_m & DESIGN INSTITUTE Table 4.3-6(continued) zZ ~ Forecasted Current Forecasted Amount 0 - Value Noise Value - Standard Value Exceeding z CDoo RatingLA,(d Current Noise LA,(dB) Standards 0 1~~~~(0 3 : ¢ L'dB - E g:o oe > c Aeq B) Rating(dB) (dB) 5 Factors in the CD'ZJa CD o Fluctuation of N N Railway Noise o* R< Day Nigh Dy Nigh Day ~~~~~NighDay Night Day Night Rl = 'h D Day~~a D O time time time time time time time time time time r i Of 44-1 70 I Long 61 n / 6L4 / -n 4 / 60 / 2 0 2 4 2'0epasscngeraBArdahunlUtah tram - a~~~D Short 61.0 /-0.4 /3.2 2.4 a;) ZheJinhua 44-1 70 1 term 63.7 61.4 / Decrease o 1 Ad<>umvslt Lotm 62.0 / 1.0 / 2.0 / passenger trains a idlthe Short 63.7 / 61 / Peoples and3 ight 63.7 1.2 3.7 ~~~~~~~~~~~~~~trainsin the hi 4g-2 10 t0 62.5 /0 60 andshort-term. 32ecreighto X~~~~Baca :: ~ ~_Uterme__i_y_L_n_of tSehrtn 222-0 Y U r7 Long 63.2 / 0.6 I 3.2 Increase of 18 - Short passenger trains CD 9 60.2 I -0.6 I 0.2 / and decrease of a Jinhua City 45-1 140 -1.5 terong_ 60.8 / 60 / 26 freight trains -. 2 X ,, Sangtiansh 46-1 30 -4 0 long 61.2 I 68 I0.48 O 2.4 70 701/ 1.264 / More than in the long-term. ~~~No term18 ~~~~~~~~~~~~~~~~~~~~~~~~~~600______Target speed Middole Shortn 61.9 I-0.7 /1.9 / Peoples value is 200 School ~45-2 140 10.5 terong __ 62.6 /60 /Km/h. Long 63.2 / 0.6 / 3.2i at~ SaCOngtianshD Short More than Increase of 24 ~ ______village 46-1 30 -4.0 69.4 68.8 68.4 664 1.0 2.4 70 7 0psegrtan TH ECONDRAILWAYS SURVEY& DESIGN INSTITUTE21 Qianxi, Household and changeless of Jinhua s freight trains in the short-tern. Increase of 44 Long passenger trains tem 70.1 69.5 1.7 3.1 0.1 Iand changeless of term ~~~~~~~~~~~~~~~~~~~~~~~~freighttrains in the long-term. Target speed value is 120 Krn/h. Sangchen Short 711 70.5 1.3 2.6 1 05 More than village of 47-1 25 -4.2 term 71.1 71 69.8 67.9 1.3 2.6 70* 70* 1.9 1.2 100 Qianxi, Long 71.9 71.2 '2.1 3.3 1.9 1.2 Household Jinhua termr s Mache Short 72.1 71.4 3.4 3.6 2.1 1.4 More than Increase of 24 village of 48- 1 20 -5.0 term 72 68.7 67.8 70* 70* 50 passenger trains vilagei ofn 72.8 72.0 4.1 4.2 2.8 2.0 Hueod and changeless of Jinhua term -. . _ freight trains in Short 64.5 60.4 1.3 0.5 / 5.4 the short-term. Distrietial 49-1 60 1 Lon 63.2 59.9 Increase of 44 Jistnhuaof term 64.9 60.9 1.7 1.0 7 5.9 More than passenger trains Hoisting Short ---- 70 55 200 and changeless of Equipment term 66.0 63.3 65.6 62.5 0.4 0.8 7.3 Household freight trains in Plant 49-2 60 13 Log6. 25sthe long-termn. Plant Long 66.5 63.8 1.0 1.3 / 8.0 Target speed term value is 200 Short 72.1 71.4 17.1 22.0 2.1 1.4 Kn/h. Houzhusha term n village of 50-1 20 -3.0 55.0 49.4 70* 70* More than Tangxi, Hoonehold Jinhua City term 72.8 72.0 22.6 2.8 2.0 Household m it M IV a fl - rx 214 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE Table 4.3-6(confinued) Z Z Forecasted ~~~~~~~~ ~~~~~CurrentForecasted Amount 0 au A Noise Value - Standard Value Exceeding o ~~~~~~~~~ < ~ Vau LqRatingLA,, Current Noise LA, (dB) Standards m ~ d)(dB) Rating(dB) (dB) ____ Factors in the ' CD a:a -p Fluctuation of -. ~~Day Night yD ayiDayNNightCDay Railway Noise :3 ~ ~ ~ ~ ~ ~~-~ time time tim tm tietime time time time time C. CD ti eti eC CDa e Shaoj ia Short 73.3 72.6 8.8 10.2 3.3 2.6 Increase of 24 village of term IMore than passenger trains lake town,64 5 and changeless of Longyou, 51-1 15 -3.5 64ng. 62.4 70* 70 150eho freight trains in the Quzhou term~Lon 74.0 73.2 9.5 10.8 4.0 3.2 Hosehl short-termn. City Increase of 44 passenger trains Longyou Short 69.0 68.4 9.5 9.7 / 13.4 More than and changeless of Shitagang 51 40 60 term 5.58.7 70 55 440 freight trains in the Residential 521 4 60 Long 697 6. 02 04I 1. Househol long-term. Target Area ______term ______ds ___speed value is 200 Pushan Short Km/h. a ~~~~~~~~~70.5 ~ ~~~~~71.11.4 2.0 1.1 0.5 village of termMoeta EL Zhanj ia 69.or 150 o a town, 53-1 30 -1.0 6.68.5 70 70 5 0 U,71.9 Long 71.2 2.2 2.7 1.9 1.2 Hueo Quzhou ~~~~term ds city Guishantang Short 70.4 69.7 1.4 1.7 0.4 I More than village of term ___69. 68.016 Longyou, 54-1 30 -1.5 Ln 680 70 70 160eho Quzhou te~~~~Lng71.1 70.5 2.1 2.5 1.1 0.5 Hoseo city ______Anren Short 615. 015428 Junior 1700.70/I60rm 61.5 1.50/ Peoples Middle 551o70 1. ntr 60 Long 61. 0.9 /1. / School term rI THEOND RAILWAYS SURVEY& DESIGN INSTITUTE21 Shoer 62.2 62 / 02 / 22 _ 55-2 170 10 term 69 2 Long 62.53 0 05 2 .5 Qijia village Short More than of Ke zone, 561 40 5 term 69.2 6876 68 05 14 / 13H6 140 Quzhou -- Long 69- 672 9514 70 Househol City ___term 699611 9I 11 ds Zhangjia Short 73.0 72.6 10.5 14.6 3.0 2.6 More than village of term 5 62 58 1 - 70* 70* 260 Ke ° °zone, 61 65 -3.5 Long 9.2 70 70 Househol Ke Quzhou573.6 ~~~~~~~~term73.0 11.1 15.0 3.6 3.01d. d City______Xiguokeng 56-1 40 -5.0 tm 690684 _ 6 5675 6 12 70 55 t t39 °oue l Short 70.1 69.4 Hu village term More than of Ke zone, 58-1 30 -3.5 61. 57.6 8.3 11.8 7 70 0.1 / 60 Quzhou Long 70.7 70.1 8Househol city term... ds ______8.9 12.5 ~~~~ ~~~~~~~~~~~~~~~~~~~~~~0.70.1 Xiguokeng Short 606845.8 11.9 / 13.4 More than of Ke zone, 59-1 40 -5.0 term 69.0 8.4 6 70 55 60 Quzhou ~~~~Long67689 26.5 12.4 / 13.9 Househol city __ _ term ______ds _ _ Xinye Short 69.0 68.4 7.2 12.6 / 13.4 More than village of term 61 7 5 100 Ke zone, 60-1 40 69.7 68.9 8 55.80 5 oueo Quzhou Log 676897.9 13.1 / 13.9 Hueo ~~~~______term ______ds S 66.7 63.5 12.7 15.5 / v illin 6113f3 Lnterm 67.6 64.1 544O0 13.6 16.1/ 7 / More15 than term ______Ke~ zone,-tr 6 496 0d Quzhou Sot65.2 61.7 9.2 12.7 5.2 11.7 Hueo Long 66.0 62.5 10.0 13.5 6.0 12.5 TIFSECOND RAILWAYS SURVEY& DESIGN INSTITUTE Table 4.3-6(continued) Z orcstd Current Forecasted Amount Z Forecasted Noise Value - Standard Value Exceeding z CD oo X^a RatingLAeq Current Noise LA, (dB) Standardsi a (D I nce EreC (dB) Rating(dBm tFactors (dB) in the 0Shiwuhtcrm 7L1 70 DI 0- 1a7 23i o 4 Fluctuation of htb Nig Nigh 1 Railway Ntis - Ke zone, 63 -130 -3.5rDista 69Day 4 Night Day ht Day Day Night Day Night a 2 nc tm tm7 tie time . time time time time renc time time C CD _CCD ho -200ergHeig 7. 12 6. 81 24 31 7* 78dsueo CD rih risi h K Shibali / / ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~passengertrains village of.Short More than and 2 freight trains Ke zone, 63-1 30 -3.5 term 69.408.87 . 4 1.370200 in the long-term. Quzhou 0.1 Househol Target speed value city Long 70.1 69.5 2.1 2.0 ds is 200 Kmi/h. termIII Yangjiatou Short 71.5 70.9 -0.3 0.5 1.5 0.9 More than village of term 17 Ke zone, 64-1d:71.8 18 1.0 70.4 70* 70* 1 Quzhou term 7. 1404 1022 14 d city 7. 1404 10d Chetou Short 72.8 72.1 8.3 8.4 2.8 1.4 More than village of term Ke zone, 65-1 15 -2.0 og64.5 63.7 70* 70* 120eho Quho tem 73.5 72.5 9.0 8.8 35 25 ds Jiangshan Sot 63.6 / 0.6 / 60 I 3.6 / 1800 1-I:Experiment 66-1 70 1 Lon 63.90 0.9op3.9s M CD al Primary School ___tr C, ~~~66-2 70 10 Short 66.9 / 66.2 / 0.7 / 6.9 / C ~~~~~~~~~~~~termn TESCONDRAILWAYS SURVEY& DESIGN INSTITUTE _ _ Short 66.3 633 14 1.9 _77 3 67-1 80 -3 term 64.9 61.4 Long 66.8 64.1 1.9 2.7 7 8.1 Shanchuant - -- term ______70 55 -- an Short 67.6 64.4 1.2 1.8 / 8.4 400 AResientia, 67-2 80 3 gterm 66.4 62.6 Househol Area, Long 67.8 65.0 1.4 2.4 / 9.0 ds Jiangshan term City Short 62.3 61.0 0.7 1.3 1.3 11.0 67-3 100 3 tem61.6 59.7 60 50 Long 62.6 61.3 1.0 1.6 1.6 11.3 term Short 62.1 57.1 0.6 0.8 2.1 7.1 Dependant 68-1 100 3 tem61.5 56.3 District of temo1.n5.Long 62.5 57.8 1.0 1.5 2.5 7.8 600More than the Cement _ 60 50 dsorn600 Jianngshan 68-2 100 6 term 63.6 63.2 58.1 Long 63.9 59.7 0.7 1.6 3.9 9.7 te r m _ I______Short 67.0 I 2.6 I 7.0 / Wu Town 69-1 50 0 term 64.4 / Yanmnache Long 67.5 / 3.1 / 7.5 260 Primary ~~~~~term 6 6 School, Short 67.4 / 1.8 / 7.4 Peoples Jiangshan 69-2 50 9 term 65.6 / Long 68.1 2.5 / 8.1 term Maojiacang Short 60.9 I 1.1 / 0.9 / Primary term School, 70-1 100 4 Long 59.8 I 60 / _p186 Xintangbian Long 61.1 / 1.3 I 11 Peoples E SNJiangshan _ _ term _N_TT W 2lg=&SRt18 ® TESECONDRAILWAYS SURVEY& DESION INSTITUTE Table 4.3-6 (continued) az Z Forecasted Current Forecasted Amount r ^ Valuege in Noise Value - Standard Value Exceeding o Shag O RatingLA7(d Current Noise LA7(dB) Standards CD 0 Tgng(dBg t!1 t B) (dB) Foasctors in the CD~ CD~ ~~ ~ ~~~~~~~~~~~~~~~~~~~~~~~-~o ~ Fluctuation of ~~~~2~~~Ngh NghNghE Railway Noise 7. ~~~~~~~~~~~~~ ~~Day NihDay Nighy Nih DyNih ~ time time tim Da NihDy Nihza>Ngt~ Dukou 73 2 time time time time time time2 Saitou Short 69.4 68.8 01 04Ices f 2 cD villagetenn in More than ~~~~~~~~~~~~~~~~~~~passengertrains O ~ ~~~~~BnXia town, 71-1 300 -1.02 e 9 8 69.36 68.440 5 O T / / dsln-er.TgtCYUt7hr''7 and decrease of 8 CD Yushan, Long Househol freight trains in the 9 0 Sagrotem 70.1 69.5 0.8 1.1 0.1 / d hr-em city ______Increase of 46 Tangding Short passenger trains Hospiagelin tenn 68.3 67.6 1.6 1.8 More than and changeless of 0 ~~~~Xiatown, 721 3 206. 587 0120 freight trains in the Yushan, villageqino termLong 69.0768332.3699-.1 006 2.50Househol0. 0.6 More than Iceslong-term. f2Target Shangrao termn 6. 8. . . ds speed value is 200 city__ Km/h. Dukou Short 73.2 72.5 10.7 12.1 3.2 2.5 village in term More than Shiayngrao term d Xia town, 73-1 15 -3.5 62.5 60.4 70* 70* 150 Yushan, Long 739 7. . 243.9 2.8 Househol Shangrao term 7.n28 14 1. ds city Yuhongqiao Shor-t 7. 99-. . village in term 706 6. 02 1006 / More than Binxi town, 74-1 30 -2.0 70.8 68.9 70 70 300 Yushan, Long 73 705. 161.3 0.5 Househol Shangrao term 7. 705.5 16ds city Central Short 62.9 55.4 0.5 0.8 60 50 2.9 5.4 180 Hosita in75-1 100 1.0 term ______62.4 54.6Peps Shaxi Town, Long 632 56.1 0.8 1.5 3.2 6.1 - - . ~~~Shangrao - - - term _ _ _ _ _n______ TIESCONDRAjLWK,YS SURVEY & DFSTGN [NST[TUTE cilty Short 62.7 56.3 0.9 1.0 2.7 6.3 75-2 100 10 termn 61.8 55.3 Long 63.0 57.0. 1.3 1.7 3.1 7.0 term Qianwang Short 69.5 68.9 -0.4 -0.1 / More than village in termn . 200 Shaxi Town, 76-1 30 -3.0 Long 69.9 69.0 70 70 20Hushol Shagra term 70.1 69.4 0.2 0.4 ds Dawu Short 66.2 66.5 6.6 10.3 I I More than village in term 130 Linxi Town, 77-1 15 6.0 Ln59.6 56.2 70* 70* 130eho Shangrao Long 66.9 66.2 7.3 10.0 / Huseholds Cityten Short 69.4 I 1.9 I 9.4 I Lingxi 78-1 30 -3.5 term 67.5 / Primary ~~~~Long 70.1 2.6 /10.125 School in ter_n_- -60 / 5 Shangrao Short 67.6 / 0.8 / 7.6 / Peoples City 78-2 50 0 term 68-3 -I 66.8 / Long 68.3 /1.5 /8.3 I term _ __ _ villag e in tSeho°mrt71.1 70.4 -0.4 0.9 1.1 0.4 village in term More than iShgu 79-1 20 -3.0 Long 71 71695 2 70 70* ds zone, Long 71.8 71tr 0.3 1.7 1.8 1m2 ouseho2 cityRAILWAYS SECOND SVADINTU TESECONDRAILWAYS SURVEY& DESIGN INSTITUTE20 Table 4.3-6(continued) Z BForecaste Current Forecasted Amount ErVaueNoise Value - Standard Value Exceeding CD 0 o QCo3 DO La(dB RatingLA,(d Current Noise LAI(dB) Standards c 0s-OD PD g= X ____ t ) B) Rating(dB) (dB) __c_ Factors in the CDD CD - o Fluctuation of oR gR $U E c tDlranyN Nghtigh Ni Railway Noise F), 0 ~~~~~~~~DayNih ay DNig y Ngh Day Night Day Nih 25' tie tiet rtietime s ttime i time XtMt < Short 65.5 62.3 0.6 0.9 / .73 Increase of 26 80-1 40 6 term 1 64.9 61.4 Ipassenger trains Long 66.088 6.and62.8 1.h decrease of Wusan term 660 628 .1 .4/ 70 .8freight trains in the8 o Tresfidenti Short 67 15More Residentialterm 67.1 63.1 0.7 0.5 8.1 ~~~~~~650than Increaseshort-term. of 46 Area in 80-2 40 12 tem66.4 62.6 CD Long 6. 63712 11/ 8 Houisehol passenger trains C hnga term______ds and changeless of Cit Short freight trains in the -. Ci)'61.7 61.2 1.1 1.4 1.5 11.1logtr.Tge 80-3 60 11 tem60.6 59.7 60 50 spe ale i Injuries 81-2 40 15 Long 62.09 1.5 1.4 1.8 1.8 11.5 termi_ Short 68.1 66.0 -1.1 0.6 8.1 16.0 Shangrao 81-1 40 -3 term69.2 65.4 ~. Emergency Log 68.8 66.8 -0.4 1.4 8.8 16.8 More than FD' ~ ~~~~~term _ I______0 5 3 ) < -Hospitalfor Shr 69. 68 T Traffic SURVEY-2.9 term 0.9 9.0 18.1 Peoples Injuries 81-2 40 15 term 71.9 67.2 Log 69.6 68.7 -1.3 1.5 9.6 18.7 term 0 Psychiatric Short More than c0 0 opia ntr 67.1 64.3 -0.1 0.7 60 50 7.1 14.3 60 82-1 40 -3 67.5 63.6 Shangrao Long 67.8 65.0 0.3 1.4 7.8 15.0 Peoples C- city term ~~2~~~. ~82-2 40 2 Sot 68.6 66.6 70.3 65.8 -1.7 0.8 8.6 16.6 termn ®TRiE SECOND RAILWAYS SUJRVEY& DESIGN INSTITUTE21 Long 693 67.3 -1.0 1.5 9.3 17.3 term I Short 59.6 -1.9 / / / M°id5e14083-1 -2 term 61.5 / Shangrao Long 59.8 -1.7 / / More than City No 1 7 term 60 220. Middle Short 60.0 / -2.0 Peoples School 83-1 150 7 term 62.0 / Long 60.2 -1.8 / 0.2 / term Short 58.0 I -0.5 / 1 / No.5 84-1 140 -2 term 58.5 / Middle Long 58.2 /-0.3 / MoM r than Schoolin ~ ~term ______60 /660 School Short 58.5 -0.5 / Peoples city 84-2 140 7 Long 587 0 term -0.3 // / Short 61.2 / 1.4 / 1.2 / term 59.8 Targe v Shangrao 851 5 ong 61.6 /. . oeta Linjia term 1.601. 4Moe0ha Primary Short 61.8 /1.3 /1.8 / Peoples School ~85-2 50 10 term 60.5/ 1 2/2 a o 1 LW ia g _62.2 1722Ic THESEC OND RAILWAYS SURVeY DEStermG Ices f 1 Short train - _ ~~~~~~~~~~~~~~~en59. / 0.5 /asne ~~~~86-1 100 5 ter-. 58.5 /psegr tan ~~~~~ Long and decrease of 4 ______= - 0_ / _ _ _ 40 = s Z m~ ~ enrlterm< t h _ _ = ______09n freight trains in the Fenglmgtou ~~~~~~Shor More than short-term. Primarytem 5. /06 60 / / / 430 Increase of 36 Schol 100 11 Log59.0ong 60086-2 an/ rigttan term 10.0 /.0 in the long-term. TE SECONDRAILWA.YS SURVEY & DESIGN INSTITUTE2 2 o C~~~~~~~~~~~~~~ 0~~~~~~~~~~ D a P =Q Q >Q G & 2 B X toXU B O '° g 4#*, Number of People c Impacted in theArea X o Exceeding the Standard C IL) 0 O - _-- - c0 -c-~~~~~~~~ 6 c--~~~~~~~ilc-- ~r - . C)~~ ~ ~ ~ ~~~~C 00 00 0C- 00 06 06 I c r;s z=--a £ O x CSC 01 E 'X6c c- oH- C) ~~~~~~~~~~~~~~~~~~~~~~~~O , , C r ForecastedmYear 0 0 0_ T~~~~~~~~~_ 1 - 0 < ° -I-otN>1 _ _ _= 0)0 00 {0 Ct) '0 N=e3 0~~~~~~~~~~0 0 0C)~~~~~~~~~C Position | Height x I~~~~~~~~~~~ 0 .-- Relative to| Difference oWC -~~~C) ~~~~ CIO-0 - 0 Distance o>^xot *0 01)6 ~~~~~~~- a~~~~~ o~Ynga n ~ o |No. of Evaluation Spot x _ _ oi> Na of m-esensit)ive spot c .0 c Name of the station or InevlScin Same side as the Yiyang . i$ Depot Station 5a Line Sectionl Shangrao to Hengfeng Hengfeng to Yingtan Hengfieng t°o & Long 60.5 59.8 -1.0 0.9 0.5 9.8 term____ _ Central Short 69.8 69.0 11.3 12.6 9.8 19.0 primary 91-1 30 -3.0 term 58.5 56.4 60 50 school in Long 70.4 69.7 11.9 13.3 10.4 19.7 Hetan, ~~~termt______150 Hetan, Short 62.9 6 4.0 1 2.9 PPeoples Yingtan 91-2 80 3.5 term 58.9 60 City termLong 6 4.7 / 3.6 Maojiatang Short 72.6 71.9 13.4 13.2 2.6 1.9 More than village in termMoeta Hetan, 92-1 15 -3.0 59.2 58.7 70* 70* 50 Hixitan, 9Long 73.3 72.7 14.1 14.0 3.3 2.7 dHousehol Yingtan term d City ______= 224 THE SECOND RAILWAYS SURVEY& DESIGN INSTITUTE Table 4.3-6(continued) z z z ~Forecasted Current Forecasted Amount BZ B gp 5 R_ Value Noise Value - Standard Value Exceeding Z CD Co . Short 63.2 60.2 -1.3 -1.5 / / Increase of 18 93-1 30 3 term 64.5 61.7 - passenger trains Long 63.9 60.9 -0.6 -0.8 East tenn 0. 70 763900.9-06 /freight and decreasetrains inof the 4 Yingtan Short 69.2 64.9 -2.1 -1.5 /More than short-tera . Second 93-2 30 15 term 71.3 66.4 40Ices f3 e Railway Long 69.9 65.6 -1.4 -0.8 Househol passenger trains Village ~~~~term6. 656-4 -08/ / ds and 6 freight trains < Village ~~~~~~~~Short in the long-term. Bterm 62.1 58.2 -1.3 -1.4 2.1 8.2 Target speed value 93-3 60 9 em63.4 59.6 .60 50 is 200 Km/h. uq ~~ ~ ~ ~ ~ ~ ~ 62.6 58.9 -0.8 -0.7 ~~ogterm 2.6 8.9 aqShort 62.4 61.4 -1.2 -1.4 / C term 94-1 30 5 63.6 62.8 Long 63.1 62.1 -0.5 -0.7 / / a term East Short______70 70 More than - Yingtan Short 69.1 64.0 -2.9 -1.6 / / 1200 a Third 94-2 30 14 tem72.0 65.6 Long 698Househol a' Railway term 64.7 22 09 Village Sote-.2 -09 ds Sehort 62.3 57.5 -1.5 -1.2 2.3 7.5 94-3 60 12 term 63.8 58.9 60 50 Long 63.0 58.2 term -0.8 -0.7 3.0 8.2 Raintan 95-1 40 4.5 Short 63.6 / 65.0 / -1.4 60 Railway termPeps 3.6 130 (A) E - =Ea I t R 225 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE Primary Long 642-. /42 I School =_ = = term 64.2 -0B 4.2 Short 61Y2 -1.5B 1.20 95-2 80 5.5 term 62.7 / Long 619 /-0.8 0 1.9 1 term Short 62.0 /-1.4 /2.0 / 95-3 80 11.5 term 63.4 / Long 62.7 I-0.7 /2.7 I ______~~term Short 7.61.6 _1.2 8 1.6 96-110 2.5 term 62.8 / _Yingtan 990.7 10Long 0 62.1 I 2.1 135 Railway _term _ _35_ 6060__ B Middle Short 6270 71.4 2.0 Peoples School 96-2 100 8.5 term 62.8 / Long 62.5 / 092.5 I term Dongyang Short 69.1 68.4 6.3 6.9 I / More than village of term30 Yujiang, 97-1 20 4 . L 62.8 61.5 70* 70* Househol Yingtan Long 69.6 69.2] 6.8 8.1 dos ho City term __ . ds Short Increase of 18 73.3 72.6 8.5 8.9 3.3 2.6 passenger trains term la Employee's and decrease of 4 Dormitory Mrthn freight trains in the in paddy Mrthn short-term. CA research & 98-1 15 -1.0 64.8 63.7 70* 70*10 Increase of 36 Long 3189 9437 31 Househol ~ 31 ds passenger trains lTD~~~ growing term 77 73189 9437 E zone, and 6 freight trains Jiangxi in the long-term. Target speed value ______I_I is 200 Km /h. Qiaotou Short ~~~~~~~73.72.6 9.9 9.7 3.3 2.6 More than village of term 63.4 62.9 70* 70* ~~~~~~~100 Yujiang, 99-1 15 -1.0 Long 73.743.12 1.3 1.2 3.73.1 Houisehol 31 ds ______Yinga term 7 7 73103 0237 TESECONDRAILWAYS SURVEY& DESIGN INSTITUTE 226 Table 4.3-6(continued) z z z Forecasted Current Forecasted Amount zo e 3 ~ 5 Z . Noise Value - Standard Value Exceeding z tCO O eD Q 0-X Lue RatingLAeq(d<. Current Noise LA,(dB) Standards cDH C- O O C O =t_ O Aeq -d B) Rating(dB) (dB) - - Factrsin th CD 0 :3 a E~~~~- o Fluctuation of c.o R P~~~srl.a - . i t~~~~~~ Day Nigh Day Nigh Day Nigh Day Night Day Night aEG , a Railway Noise o R time time time . time time time time O a e~ ~~~~~ time ~ ~~~time time Huangjia in Short 72.8 72.1 8.0 8.3 2.8 2.1 More than Increase of 18 Yujiang term 60 passenger trains county, 100-1 15 -2.5 n64.8 63.8 70* 70* Hoshl and decrease of 4 Yingtan 100-1 15 -25 rm 73.2 72.6 64 .884 8 3.2 2 6 dHousehol freight trains in the City ____short-term. New district Short 63.4 62.7 -1. 1 -1.3 More than passenger trais of Wuligang 7.7 100 and 6 freight trains in Yujiang, 101-1 85 -2.0 Long 64.5 64.0 70 55.0 Househol in the long-term. Yingtan~ ~ ~ ~ Lng 63.9 63.2 -0.6 -0.8dsTrespdvau Cityus _ _ 8.2 is 200 Km/h. F; Luj X n, villageia of tertmShort 7321__ 72.5 14.2 14.7 ______14.2_14_7_3_2_2_53.2 2.5 More than Qn Hubei in 7 CD O Hiuigi n 102-1 15 -2.5 59.0 57.8 70* 70* 70 Yujiang, Long 73o6 73.7 4.6 5.2 70 3/0 Househol C0Yingtan term ds City__ _ Luj ia Short 6863/ . /93 village of term 69.3 66 3 More than Keli in 6. 6370 70100 Yujiang, 10- 0 -. og6. 377 0Househol Yingtan 10-1 3e-. rLn 69.8 69.1 4.2 5.4 / / ds city Huling Short 67.4 66.7 1.0 1.9 / 17 More than village in 50 -1.0 tm104-1tr 66.4 64.8 70 55100 Dongxiang, Long Househol Fuzhou CityFDu°znhgoXuaCnlgt'y _ term9term 67.8 67.2 1.4 2.4/ / 12222 dsHsueo A- : iti 227 THE SECONDRAILWAYS SURVEY& DESIGN NSTITUTE - MorethewvilagaSor in teeShrm 73.3 72.6 16.9 22.8 3.3 2.6 7 Dongxiang, 105-1 15 -3L0 73 56.4 49.8 _ < 70* 70* Househol FuzhCounCityNo. Fuzhou City I ~~~~termtLong .7 72.1 .3 223 37 2.1 ds Short 62.3 0.2 / 2.3 / School 106-1 260 4.5 term 63.9 /_ 6L358.5 0 SDongxiang Long 62 5 9. 0.4 2.5 / 4300 FCounty No. tenn _0 60 0 430_ 1 Middle Short 63.6 / 0.3 7 3 Peoples 3 School term 106-2 10 4.0 61.3 56. vilg Long 62171 0en6.40-.5 687200 term 63.9 6 0.6 33.9 5 Shavian Short 7069206 .5More than village in 107-1 30 -1.5 tenn 70.. 96.. 200 Dongxiang,Log7569811 0105Huel Fuzhou City ______term j11 01.5 / ds Hope Short 61 /0. / 70 0 13 / Primaryo country,109-1 15 0 termLong 61.37~~~3.6 881.130335.3 4570 70 0 I3.96 .3 . oueo School~' 108-1 100 7 61.0 Peo216 Qinadong in - Longt 61.7 0.7 1.7/ Peoples Jinxian term j country Chaojia Short ~~~~~~~73.572.8 13.7 1403.5 2.8 Moeta M' village in termMoeta 0 109-1 15 0 ~~~~~~~~59.858.8 70~* 70* 8 0 J73an 19- 5 on 9 73.3 14.1 14.5 '3.9 3.3 d 0 Nanchang term douseho2 CityUT Short 60.9 60.2 3.4 3.409 52 Jinxian 2. _____0er 57.5 56.8 60 50 Vocational 11- 3 25 Long 61.4 60.7 3.9 3.9 1.4 5.7 10 high school term 80 in T Short 15 // / Peoples Nanchang 15 40termn 58.05/ 60 City ~110-2 10 i-.0 Ln 806 City , Long ~~~~~~~~~59/ 1.9 // / term ______ TE SECOND RAILWAYSSURVEY &DESIGN INSTITUTE Table 4.3-6 (continued) z zz Forecasted ~~~~~~~~ ~~~CurrentForecasted Amount Z Z .,> V o -ForecastedNoise Value - Standard Value Exceeding CD BCD B eD ;:4 t LValuedB) RatingLA,(d Current Noise LA,(dB) Standards 0 0 CD LAeqa(dBO Aq e o ~ iB) ~ ~ L~eq( ___Rating(dB __ (dB) Factors in the =-OO E.C_ Ran - 5( dAB) c Da - Fluctuation of a ~~~~~~~~~~~~~~~~~~~Ng ihNigh Selc Railway Noise -. Rr D ca 03Day = oD ay Nigh Day Night Day Night cD DR 0 g , q ~~~~t . CDo R time time time time time time time time time time Dongshan Short 74.0 73.3 19.5 23.7 4.0 3.3 More than Increase of 1 village of 11- 35 term5. 9. 0 pr mlatry 12-1 0 tim 8U/6 tim timte1 /Pols0 80 passengerd6fegh trainsn Jinxian, ~~~Long 74.4 73.8 19.9 24.2 4.4 3.8 Hueo n eraeo Nanchang term ______ds freight trains in the Dongshan Short 7 867 6 short-term. primary term 7 7 56.7 5 8.7 Increase of 36 school ini H5-1 60 -3.5 58.0 60 210 passenger trains o az Nainchan, 1111l 15 -60Jinxian Longtr 67.147 7. 54. 6.85496 9.1 70* 70* 7.147 41 ~~~~~~~~~~~~~~~~~~~~PeoplesHouseholanderseo4and 6 freight trains county, term91 / . in the long-term. T< Nanchang termTarget speed value 5' Liaojia Short More than is 200 Km/h. - . ~~~~~~~~~73.6 ~ ~~~~5.4 ~~~74.36.8 4.3 3.6 o~~~vlag fterm 6. 6.8 - -- - 7* 0*140 vil6age)113-1 15 6.0 L - 7 74. 1 2 70 JinxianERAILWS S5.8SECOND 7.3 4.7 4I1 Househol gn Nanchang term ______ds -. Wnxi hr 74.3 73.6 17.6 20.8 906 JZhngjiano 112-1 60 -3.5 Lhong 67 1 6545./96 96 village of 15eLon 213d1. 0 5 04 Horehl904180 aq ~ ~Jinxian, 11- --3.5 og _ _ 5. 52.8 - - 70* 4.7 4 Househol Nanchang term d Tianli niejia Sot73.1 72.4 13.7 20.4 3.1 2.4 Moeta of Jinxian, 115-1 20 -3.0 term ____59.4 52.0 [ 70* 70* - 60 Nanchang Long 7.5 72.9 14.1 20.9 3.5 2.9 Househol term ______ds Zhangjia of Short 66.1 65.4 9.6 15.8 / 14 More than Jinxian, 116-1 80 -32 term 56.5 49.6 70 55 80 Nanchang ~~~Long 66. 1Househol 1099 Nanchang ~~~~~~~term d TH EODRAILWAYSSURVEY & DESIGN INSTITUTE2 9 i~~ Yanlong Short ~~~~~~~74.073.3 18.2 22.8 4.0 3.3 More than Yan 11-l10 1.oonn35 68g__ _ __tdenddcraemf2 village in 117-10 70 60 xiangtan 17g1 15 -30 Lo g 74.4 73.8 55.8 50.5 18.6 23.3 7* 0* 4.4 3.8 Househol _____ term ~~~~~~~~~~~6.562811.5 18.8 / 7.8 Short 69 /0 /19increase of 43 term 61.21.9 passenger trains Long 62.6 /1.4 /2.6 /freight trains in the ______~~~term Short short-term. 65 '4 1.1 5.4 /increase of 73 term No.2an 180 passenger trains Primar 60 / Peple and decrease of 30 CD PrmryPope freight trains in the School t8- 14 106. I long-term; Station ; 2- ~~~~~~~~~~~66.1 ~ ~~Longi .8 / 6.1 / will be enlarged, SQ~~~~~~~~~~~~~~~~tr operation on ar-rival and leaving 0 of the train 0 _____ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~increased. increase of 43 0 ~~~~~~~~~~~~~Short69.7 66.8 0.4 4.2/ / 119-18 0.5 ~term 6. 626passenger trains 119-18 0.5 Long6. 6. and decrease of 28 ter 70.4 67.5 1.1 4.9 0.4 /fegttan h Short 7 70short-term. Nanchang 119-2 8 15.5 tem 7. 79 73.8 64.8 04 31.2 / 2000 Ices f 7 . oshl and decrease of 30 CD Railway No. Log 74.8 68.6 1.0_ 3. frasenger Z 5 Village _ __term 1.d. . oseh traisinsth Shor-t o ~~~~~~~~~~~~~~~70.264.0 0.2 losnreghtetraismn;h term ln-em 119-3 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Station enlarged, 30 i~~~ Long 7. 647 6. 6307 70 .7 /Operation on term 707 6707 arrival & leaving of trains increased. THESECOND RAILWAYS SURVEY&DESION 1I4STITUTE23 Table 4.3-6 (continued) Z Z Z ~ Forecasted Current Forecasted Amount ~~~ ~ -~~~ Value~~~Noise Value - Standard Value Exceeding or33 B 5 C LAeq(dB) RatingLA,(d Current Noise LAeq(dB) Standards (' O O--s ° __ o Aeq _B) _ Rating(c B) ~ ;~B) (dB) - Factors in the C.D CDh N ghD y a N g t Fluctuation of o-. R < _ Day teDaytiiD NgDay.NNight la tiNg tNigh 7 Railway Noise (S:tng N(hasnt120-2 80 9 Short 65 7 65 1 / 0 6 60 / 5.7 / 5 0 time . time . time . time time time time sLcahnOtOalng120-2 80 -3 Short 63 2 / 61.0 / 2 2 / gt 2.5a /~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ayDy Short 62.5 .5 2.5 Liantang 120-2 80 -3 term 61.0 586 . School Long 63.23 02. to District of Shortn 6570 ': thetem 6 70657 1 Nanchang 120-2 80 9 erm 65.1 / 60 / 51Peo0peed *q ~~ Railway ~~~~~~termLoilnayrg66.49 566.4 1 Increase of 43 School of Shortpassenger trains Mechanics 64.8 59.2 05 064.8 9.2 and decrease of 24 Z 120-3 80 9 term62.1 57.2 61.0056. freight trains in Long9 10 .35.3 9.9 the short-term. CD tenn I~~~~~~~~~~~~~~~~~~____ncrease of 73 GQ Xixiaxi 122-1 -3.5Short 62.3 _ 59.2 200 passenger trains 121-1 160 3.0 term 6860and decrease of 26 0(S Long 62.8 /. 2.8 / freight trains in Sotem______the long-term; z Xiangtang 64.2 / 74.2 /Speed unchanged. No.2 Middle 121-2 160 9 term60 2900e Long 64-9 1 49 Pe 66)School term Short 61.5 56.6 05 061.5 6.6 121-3 120 3.0 term6. -60 5 termnLog 62.1 57.2 . 1221 72 W~Xiangtang 121Short 40 0o asne 12 1 00o -3.5 57.4 I 59.2 / -18 60 / / / 400 o asne - ~~~,~ Xixiaxi ter--m - - Peoples trains and. TESECONDRAILWAYS SURVEY& DESIUN INSTITUTE23 Primary ~~Long deceae/ School terrn 57.7 -1.5 freight trains in Short 62.3 /0. 2.3 the short-term. 0 term of passenger trains and decrease of 18 122-2 100 2.5 Lo n g 62. 29 freight trains in term 629-.I29the long-term; ______.______Speed unchanged. Short 63.8 56.9 -1.4 -1.6 ~/ /Increase of 36 X' 123-1 30 -3.0 term 63.2 56.9 65.2 61.5 0 8 -L6 /L/ passenger trains Log 64.4 57.5 -. 0and I / decrease of 26 term - ____ Short70 0 freight trains in Cma West xiaxi 63.6 58.6 -2.3 -1.5 120 the short-term. Village in 123-2 30 0.8 term 65.9 621 Household Increase of 50 LongHueod nces of5 ttg xiangtang g 64.4 59.2 -2I7 -0.9 s passenger trains Primary Short 6_____tr19 and decrease of 18 To5v8of 54/6te°rmg 6.3 02.7 /14 2.4Peope4.6 freight trains in 123-3 60 1.0 the long-term. -CeitnygCheng 120 12.5 ShontL25-2 68.5g 61 4 6 0 .2 -0.9 5.5 Speed unchaDged. Ludong . Irt XEiaogang URVEYdecrease124-1 140 -3.5 of 24 Ton of 6. . . rih trains in Fengcheng I thetermshort-term. p city ______of Increase_ 34 l ~~~~~~~~~~~term6. 2204 1788 1. Short 62 5970.1 0.4 1 7.2 9.7 passenger trains Leech 125-1 120 0.5 termdeceaseof2 2. Prevention Long 7.3 10 1on freight trains in Prvetin67.3 60.1 02 0873 1. Stationin ~~term 60______5100 the long-termn. Short 8. 14 Peoples Target speed value Fengcheng 68.5~~___ 61402 0985 1. s20Km/h. Long.21 62 rO --4 rl.tenn 68.7 ~~8.8 12.2 TfESECOND RASILWAYS SURVEY & DESIGN INSTITUTE Table 4.3-6(counted) Z Z Z - Forecasted Current Forecasted Amount K 0 ~ VaueNoise Value - StandardValue Exceeding CD 3 | o 3 Q *D < = t Value RatingLAeq(d Current Noise LA,(dB) Standards P O O C tl ] r = X AeqCB) Ratin (dB) (dB) 5 Factors in the - - S. Fluctuation of o R * ' ! Day Nigh Daybe Niglt Day NighN,h Day Night. Day Night b (SRlwyrose Railway Noise time time time ~ im ~ tme . im . time tietime time CD- F Zhujia Short 69.5 68.8 0.5 0.6 320 Increase of 36 village in tern 69.5 68 2Household passenger trains >< 8 - Fengeheng 126-1 20 0 termcheng69.0 68.2 70* 70* and decrease of 24 XFengcheng Long 72.0 3.1 2.8 2.0 1.3 s and decrease of 22 Paighu term 10Ices f3 CD Cit te1n. 6 freight trains in aongtsahu Short 61. / 0. / 1 Tthe slong-term. villageof ~~~~term Zhangshu tSehorrt 69.3 68.7 0.8 1.2 / / 300 vSonghu 129-1 30 0.5 term 68.5 67.5 70 70 Household village Long 69.8 69.2 1.3 1.7 / /Ls Huangjia Short 72.7 72.0 6.2 6.6 2.7 2.0 120 Sengehen 130-1 15 0 Long 66.5 65 4 70* 70* Household Yichun City tLe°rmn 73.2 72.5 6.7 7.1 3.2 2.5 s Changxi Short 61.6 / 2 8 / 1.630 pnmaiyvillage in 13- termLong 62.15I6 3.34/ 72. 70HPuehoples fengcheng, term 32 7.532 . Yichun City ter______n_ Huangjia 1o31-1 120 -2.0 58.8 6 60 / 16820 THESCONDg SURVEYe DESIGNINSTITUTE62:3:3 East village Short 698 69.2 1 3 1 4 / / 80 of feng 132-1 30 -1.0 term 68 692 68.5 67.8 13 14 70 70 Household Yichun City ng 70.3 69.7 1.8 1.9 0.3 s YichunCity ______term______GGullaogue of Short 69.8 69.2 0.9 1.4 45 village o f term Linjiang in 133-1 30 -3.0 68.9 67.8 70 70 Househol CD Zhangshu, Long 70.3 69.7 1.4 1.9 0.3 / ds Yichun City errn O ~~~~Hanshan Short 700 6. of 70.0 69.4 0.5 0.6 200 village term Linjiang in 134-1 30 0 69.5 68.8 70 70 Househol Zhangshu, 0.5 / ds Yichun City Short 70.5 69.9 1.0 1.1 termn Hanshanchu Short 66.0 0.3 nxiao of term 170 Linjiang in 135-1 70 3.0 Long965.7 60 1o7e s Zhangshu, Long 66.41 0 6 Peoples Yichun City terI ___ _ Xongjia Short 70.6 69.6 0.1 -0. 1 0.6 /0 village of term 50 Linjiang in 136-1 25 0 Long 70.5 69.7 70* 70* Househol Zhangshu, trn 71.1 70.4 0.6 0.7 1.1 0.4 ds ______Yichun City tr TIHESECOND RAILWAYS SUJRVEY'I DESIGNINSTITUTE 2 Table 4.3-6(continued) Current Forecasted Amount z0 x eD t ForecaluedV Noise Value - Standard Value Exceeding x z 5r ~O 5550C LAeq(dB) RatingLAe(d Current Noise LAeq(dB) Standards i CD tTi ~ ~~o______B) __ Ratin (dB) (dB) ~Fcosnh CD - ,Co Fluctuation of CDF), o R 0 < R Bc Day~ tim Nigh Day NighNiDayDayNNhh Day Nigh D yNight Day Night -O ala o Railway Noise CD ~ ~t . t t 0 O n n rD O R time time time time time time time time time time CI. Laolouxia Short 69.8 69.2 0.1 1.2 / / 150 v,w village of 137-1 30 -2.5 term 69.7 68.0 70 70 Househol Increase of 36 X- luofang, Long 70.3 69.7 0.6 1.7 0.3 ds passenger trains aS iy iy__ er ______and decrease of 24 Oc.0 a ~~~~~~~~~~~~~ShortShorm 71.5 70.9 0 0.6 1.5 0.9 freight trains in o : Tonglin 138-1 20 0.5 term 71.5 70.3 70 70 the short-term. TongllageVillage in in Longterm 72.0 71.3 0.5 1.0 2.0 1.3 380 Increase of 34 o Shuixi, Short / / ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~Householpassenger trains Shuixi, Short 67.7 66.2 0.3 0.7 ds and decrease of 22 Xinyu 138-2 30 -2.0 te0 n 67.4 65.5 70 70 freight trains in Long 68.4 66.8 0.8 1.3 / the long-term. Sotem______Target speed vlue Xijiahe Short 73.7 73.0 13.2 18.8 3.7 3.3 160 is 200 Km/h. village in 139-1 15 -3.0 60.5 54.5 70 70 3 Househol Xinyu City Long 74.2 73.5 13.7 19.0 4.2 3.5 ds termn Short 65.5 58.0 0.5 0.9 5.5 7.2 w:D wRXanjlywu 140-1 60 1.5 term 64.9 57.2 60 50 CD Xiyog 66.2 58.7 0.9 1.5 6.2 8.7 800 Oeain o ~,Railway _ __term ______Hoshl arrival and leaving =r o Dependant Shor-t of the train 66.5 59.2 0.6 0.8 6.5 9.2 ds o District 140-2 60 10.5 term 65.9 58.4 60 50 i Long 67.2 59.9 1.3 1.5 7.2 9.9 term Jiangxi Short 21 OOOHou Increase of 36 c Yuzhou 141-1 150 3.5 termo 63.5 / 060 / / selds passenger trains =College, of Long 64.5 / 1.0 / 4.5 and decrease of24 o Electronic _term _I_ __ _Ifreight trains in M_ m =-_ &a 9 t 2 ;35 THE SECONDRAILWAYS SURVEY & DESIGN INSTITUTE Science and Short 61.6 / 0.7 _ 1.6 the short-term. Technology term Increase of 34 passenger trains and decrease of 22 141-2 150 18.5 Ln 60.9 / 60 / freight trains in tLong 62.1 / 1.2 / 2.1 / the long-term. Target speed value is 200 Km/h. CD Baoshan Short 64.8 64.2 0.3 0.8 / 9.2 180 village in 142-1 70 -3.5 term 64.5 63.4 70 55 Househol Xinyu City Long 65.3 64.7 0.8 1.3 9.7 ds -< CD term Center Short tea14Srm766.3 0 3.3 6.3 0 primary tr school in 143-1 75 2.0 260 63.0 1 210 Increase of 36 Long Peoples Tmgease of 36 Jieshui, term 66.8 /3.8 /6.8 /passenger trains Xinyu City ______and decrease of 14 Short 71.3 70.6 0.5 3.8 1.3 0.6 feg tris Lingyang 144-1 20 6.0 term 70.8 66.8 60 50 the short-term. middle Long 71.8 71.2 1.0 4.4 1.8 1.2 Increase of 48 school of -- termn -______2100 passenger trains decrease of 8 Fenyi in Short 63.8 0/ 6 3.8 Peoples and Xinyu144-2 8063.8City /e0.66/.3.80/freight trains in Target speed value XinyuCity144-280 ~ termLong 64.4 63.2 1.604/1.2te4. the long-term. Short 6230.3 /2.3 /is 200 Km/h. _ _ 62.0 60 (i) %FenyiA -& Q145-180 6.0 term 2D8 THny E SECOLong 62.8 /IA Station ____term 1 __ 08 /28 / 200 Primary Short 63.8 /0.5 /3.8 / Peoples School 145-2 80 9.0 term 63.3 /60 / Long 64.5 /1.2 /4.5 / TE SECONDRAILWAYS SURVEY& DESIN INSTITUTE 236C Table 4.3-6(continued) Z o _ Z W t Forecasted Current Forecasted Amounth ~~ -~~~~ Value~~~~~~Noise Value - Standard Value Exceeding 0 P OI i,6h aledC RatingLAeq(d Current Noise LA9(dB) Standards CDI 0 CD~~~~~~~~~~~~~~ = =, O tt 8 h° mt Dmyc N *ay Dalyc Day Night Day Night i7X: Railway Noise c50 time time time time time tie tm timeitime time theorssr i m C ~~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~ ~~~~~~~~~~~~DS cn Mill Factory 146-2C50D15 Sht 61.3 57.5 0.5 1.27 75 Increase of 36 Fenyi Textile "'" Longter passenger trains - Dormitory 149-1 120 7.5 Short 6584 61.6 57.4 0.7981 -I 2.0y / 11.6 180 the9sho Mill Fatory termtem 61ON ____57LW5 6. 596 ______Lon12 7 Increaseand decrease of of48 84 Short freight trains in F), Dormitory Sho 6.8 56.r03t06 .8 .4the lhong-term. 0 ~ ~ ilgFeni extle in 146-317 705 65.0-. term-term 60.565 55.861670 6----0 50 -- Hueo Tarsegetpassengerutrain spedralue Fenyi town t~~LeonmgLog 661 6.35701.8 60.8 56. 1.2 1 7.2.3 2 dds20smh an deres of 1462 Mill Factory ~~~terman derseo x~~~~~~~~~ 5 ~tr 61.9o 58.22 1.1 1.7 8.2g Kongjiazhou Short 72.3 71.6 8.8 10.0 2.3 1.6 50 freigh trin in/13. village62)~~~~~~~~~~~~~~~~~~~~ in 147-1 15 -7.0 termn _ 63.5W t61.6 g -t 70* 70* - - Househol> ; Fenyi tow Long 72.8 72.2 9.3 10.6 2.8 2.2 ds term a Short ~~~~~~/0.2 ~ ~~~~~~60.8/0.8 / Yichun 148-1 120 -0.5 ter 60.6 / o cin Xicun Log 61.3 / 0.7 /1.3 I 10 !:. Central Shor_ter ______60 /epe S' 6 Primary Sot 61.6 I 0.7 /16. / Peps School 148-2 120 11.5 tem60.9 / m ~ ~ ~~~~~~~~og 62.2 /1.3 /2.2 / term __ _ Yiebun 149-1 120 7.5 Sot 58.4 56.2 59.8 57.4 -1.4 -1.2 60 50 / 6.2 98 Xicun term Peoples THESEON~LWYSSURVEY &DESIGN INSITFUTE 23 -PHeo°spplie'sl _L_t o g 58.7 56.7 -0.9 -0.7 / 67 Hospital term 587 56 Short 59.3 57.3 1.1 -0.9 / 7.3 149-2 120 10.5 ter 59.8 57.7 60.4 58.2 L"g 59.857.7 ~-0.6 -0.5 I 7.7 Zepeng 71.3 70. 0.1 3.1 1.3 0.6 60 Luxi town in 150-1 15 4 0 terong 712 67.5 70* 70* Household Luxi county, Long 71.8 71.2 0.6 3.7 1.8 1.2 s Pingxiang termn Short 57.0 0.24 / I Luxi 151-1 140 3.0 terLon 56.8 / Primary Long 57.5 / 0.7 / / 1 PingxiangShr terrn Quanjxiang Shorm 59.1 /0.4 /130 _QLuainjxiang 152-1 150 1.0 7596 09 / / / Pples Primary [Long Peps _ -~~ __ School _ _ _ tr THESECOND RAILWAYS SURVEY& DESIGN INSTITE38 TESECONDRAILWAYS SURVEY & DESIGN INSTITUTE Table 4.3-6(continued) Z z ;e N Forecasted Current Forecasted Amount _Value Noise Value - Stadad Value Exceeding t Z CD o Yangqiao 153-1 15 1.0 Value Rating 11C8D18.7C70fD1.3Current Noise LA5dB Standards07 Household f village LAeR(dB) Ratin B8) Factors in the ~~~~~~ D o Fluctuation of . Short ay3..66 Nightential 6 0 2 L0 3.8 / H500U05ehold raiw Noise 155-2Night Da Nigh Day N Day Night Day Night f t 1 time tim ~~~~~~~~~tmetietime time time time time e e 7 Increase o f 3 6 = 155-3 60 8.0 Short s ~~~Pin xian ~~~~~~~~~~0 . 70.1 11.3 18.1 0.8 0.1 10passenger trains gHERAILWAYS8 erCOND 59. and decrease ofIT4 C, CA Yangqiao 153-1 15 1.0 52.0 70* 70* Household frih tans n C00 75 rih risi 5'~ 4 village Long 1. 70.7 11.8 18.7 1.3 0.7 the short-term. Om 0 term Ices I 3 Increase ~~~~~~~~~~~~~~~~~~~~~of Sot 7 passenger trains Sot 1. 70.6 9.5 14.1 1.3 0.6 and decrease of 8 Pingxiang termn 61 150 freight trains in Dengan 154-1 15 -2.0 8 1 565 70* 70* Household the long-term. village 5, ~ ~ ~ ~ LongLn 78sti 68 2 6 29 /is20 > Target speedmh value term 1. 71.2 10.0 14.7 1.8 1.2 is 200 Km/h. 8 Residential 7 1500 Increase of 32 area of the Shorm 3. 66.6. 0.2 1.0 3.8 / Household passenger trains Qingshan tem 8 ____ 73. 656s and decrease of 14 CoalPingxian gMine 151 T2 1 . ter 7 6 3 100iR freight trains in (S and Cement Long 4. 67.2 0.4 1.6 4.2 / the short-term. term -' Factory _____ 2 ______70* 70* Increase of 44 qq ~~~~~~~~~~Short7 passenger trains ten 2 67.6 0.3 0.9 2.6 /and decrease of 10 155-2 20 14.0 6 _ 72. 66.7 freight trains in 7 3 the long-term. Long 2. 68.2 0.6 1.5 2.9 /Target speed value term 9is 200 Kmi/h. Short 662. 155-3 60 8.0 tem 2 54.8 3 53.5 0 1.3 60 50 2.3 4.8 TESCONDSRAILWAYS SURVEY&ESE DESIGN INSTITUTE ~~~~~~~~~239 Long Log 26 554 0-2 19 2.5 54 term 5 . 6 Short 6 Shangpu term 6. 65.6 8.1 9.1 10.6 60 village in 156-1 60 -3.5 3 58. 56.5 70 55 Household Liling Liling Long ~~~~~66. 66.1 2 8.6 9.6 70 5osehl / 11.1 termn 8 6 Increase of 30 Ei' te~~~~~~~~~~hrt1. /0.3 /1.8 /passenger trains aq ;R term 8 61. and decrease of 18 N 157-1 130 3.5 6 5 freight trains in Nc . Xiangzhusha Long 2. / 0.6 / 2.1 / the short-term. term o0r = n school of I Increase of 42 Yaojiaba in S 6 60 / 3eoples passenger trains Zhuzhou Sot 2. /0.2 /2.3 Pepls and decrease of 12 County termr 3 freight trains in 157-2 130 6.5 the long-term. THESEO6 N Target speed value Long 2. /0.5 /2.6 /is 140 Kmn/h. tem 6 TE SECONDRAILWAYS SURVEY& DESIGN INSTITUJTE24 4) Mitigation measures (1) Construction period The control to noise during construction period shall be carried out via strengthening of management and implementation of GB12523-90, noise on the boundary along construction site shall not over 75dBA. The following mitigation measures will be taken during construction period: Strengthen management and employ mechanisms with low noise. Noise inspection shall be done before construction equipments enter into construction site. All equipments shall fulfill the noise control requirements of the project. Special attention shall be taken to regular maintenance of construction equipments for their best working condition. Noise will reduce to lowest lever accordingly. Noise during construction period is short-term action, but it will disturb residents during nighttime. Equipments with high level noise shall not being used during nighttime (22: 00-6: 00). Arrangement for construction schedule shall be available; construction with high-level noise shall be carried out during school vacation. Or temporary measures shall be taken such as installation of sound insulation board. Noise on boundary alongside construction site shall according to "Emission Standards of noise on boundary alongside construction site". Temporary road shall away from school as far as possible. Good coordination shall be taken for running time of vehicles to avoid traffic jam. Appropriate measures shall be adopt for transportation during nighttime such as low speed running, forbid whistle, etc. Protection action shall be taken by Peoples on site such as wearing of sound insulation earplug, armet, etc. Site management and supervision shall be carried out, especially for construction site near school, hospital, village, etc. (2) Operation period The current exceeding standard situation is relatively serious because the sensitive THE SE S - DI S E o RiLWAY 241 ® THE SECONDSURVER & DESIGN INSTITUTE or RAILWAYS24 receptors are mainly concentrated in sections of big and medium-sized cities along the entire line. After the implementation of the project, especially in the residential areas within 30m from the railway where the environmental noise is over 70dB, which interferes with the living environment. Therefore, based on the principle of "innovation to improve the condition of existing facilities" and taking into account the conditions of the country and under the conditions of the current technology and economic conditions, this assessment employs work rectification measures on the residential areas with serious situations in exceeding the standards and key sensitive receptors such as school. Please refer to Table4.3-7. 66>W ESED S - iGtI R 242 ®TFIF SECONDSURVER d: DEVIONINSTITU1'F OF RAILWAYS EA Report on Reconlstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.3-7 Data Sheet for Rectifying Noise Noise Rectification Measures Forecasted Forecasted Noise ~~value of value of Nostadr noise noise afterFoeat Sound (LAeq.dB) beoe Rciyn d Value lnsulatChange Rectifying Measures onefc S/N Name of Sensitive Spot Sound baffle ions Chane nMeasures (noie ae s windo function (LA. reduce (wi) (Mi) Day Nigh Day Nigh Nigh (LAq.dB) time time . Dayt Length Heighttie im time time time time Location and Mileage Ln) Lme Rebuilt line Left DK31+610 I Bailutang of Xiaoshan +960 650 4.0 / / 70 village, Hangzhou City Right DK31+730 70 73.6 72.9 65.6 649 8 DK32+030 2 XinzhatXu of Jmhua village in RightDK36+550 - 250 4.0 / / 70 70 73.0 72.3 65.0 643 8 Xbiandish ict, Hagzhou City +8000 _ 3 Fanihe of Jinhua vilage in RightDK38+300 - 250 4.0 / / 70 70 73.6 72.9 66.1 65A 7.5 Xiosian disit, Hanghcu City +550 4 Zhjiata villagein Xihan disd RightDK39+900 400 4.0 / 2000 70 70 73.6 72.9 65.6 649 8 HaigAiCiy DK40+300 5 Xiayu of Meichi village, LeftDK45+400-+600 200 4.0 1250 70 70 73.6 72.9 65.1 64.4 8.5 ZhuJi City_ 6 Quanmianshan of Meichi RightDK53+700 170 4.0 2500 70 70 73.6 72.9 66.6 659 7 village, Zhuji City +870 4__200 70 70 736_2__6_6 6 6t) it@ ; -- NJ tz f it R4 THESECOND SURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang Jiangxi Railway Electrification Speedup Renovation Project 7 Zhanghuang of Zhibu RightDK60+900 300 4.0 1250 70 70 73.6 72.9 671 66.4 6.5 village, Zhuji City DK61+200 3 4 8 Sanyang of Zhibu village, LeftDK68+690-+850 160 4.0 1250 70 70 72.5 71.9 64.0 63.4 8.5 Zhuji City 9 Back Guanzhuang of Zhibu LeftRightDK72+700 - 600 4.0 / / 70 70 72.5 71.9 64.0 63.4 8.5 village, Zhuji City DK73+000 10 Front Guanzhuang of Zhibu LeftDK74+030--+350 50 40 //7 0 7. 29 6. 4 . |0 village, Zhuji City DKR4+200 540 4_0 1_ / 70 70 _ 73.6 72.9_ 6561 64_4 TH SCODSUV, DESIGN1MM=lUT OF RAIWAY 2-14 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 4.3-7 (counted) Noise Rectification Measures Forecasted Forecasted Noise valu e of value of Standard noise noise after Foeat Sound (LAeq.dB) before Rectifying d Value Insulat Change Rectifying Measures S/N Name of Sensitive Spot Sound baffle iound ofet AeasuB) on esfent windo function (LA. 4B) reduce w (m (AZ).B (M2) Day Nigh Day Nigh Day Nigh (LA.dB) time time . time Location and Mileage Length( Height time time time _ Xiajianlu of Datang village, LeftDK79+300-+600 300 4.0 70 70 73.6 72.9 65.6 649 8 Zhuji City 12 Houfan of Wangjiajin LeftDK82+750 250 4.0 70 70 70.9 70.2 629 622 8 village, Zhuji City DK83+000 2 40. . 9 2 15 & 13 houses of 13 Wangjiajiin village, Zhuji LeftDK83+150'+950 800 4.0 / 5000 70 70 73.6 72.9 65.6 649 8 city 14 Chakn of LeftDK88+150-+400 250 4.0 70 70 72.5 71.9 64.5 63.9 8 Zhuji CityII 15 Yijing of Paitou village, LeftDK88+750 800 4.0 70 70 73.6 72.9 65.6 64.9 8 Zhuji City DK89+550 16 Dazhuang of Paitou village, LeftDK90+250-+500 250 4.0 / 60 50 61.4 60.7 53.4 52.7 8 Zhuji City______17 Dazong of Paitou village, RightDK90+900 500 4.0 60 50 61.8 61.1 53.8 53.1 8 ___Zhuji City DK91+400 18 Shangyuan of Paitou village, RightDK91+400 350 4.0 500 70 70 73.6 72.9 65.6 649 8 Zhuji City +750 350 4573 2. . 9 A M -- i I i't il THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS 5 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 19 Wangjing of Anhua village, RightDK98+680 500 4.0 70 70 73.8 73.1 65.8 65.1 8 Zhuji City DK99+180 Wangjiatang of Anhua LeftRightDK104+950 20 viatang i CityRiDKof D105+550 1200 4.0 / / 70 70 73.6 72.9 65.6 649 8 village, Zhuji City '-DKl05+550 Xing of Zhigjiavwu village in LeftDK106+370 3 4 7 21 Pujingomunty, JihuaCity +700 330 4.0 70 70 73.6 72.9 66.6 659 7 22 Xingzhai village in Shuxi LeftDKI14+500 350 4.0 1000 70 70 73.6 72.9 66.6 65.9 7 town, Jinhua City +850 23 Shita Yutou of Guantang RightDKI34+300 - 350 4.0 70 70 73.6 72.9 65.6 649 8 village, YiwuCity +650 24 Ke village in Guantang, LeftDKl39+850 - 300 4.0 70 70 73.6 72.9 68.6 67.9 5 YiwuCity DKI40±150 ______ ii'd m = #DSN iNT it R 246 THE SECONDSURVER & DESIGN INSTITUTE OF RAII,WAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 4.3-7(Continued) Noise Rectification Measures Forecaste Forvaste o d value of Noise d value of noise Standard noise after Forecaste Quantity (LAwq.dB) before Rectifying d Value Quantity o of Rectifying Measures on effect S/N Name of Sensitive Spot Sound baffle Sound Change Measures (LAN!B) of sound Insulation Chnge QA,.dB)~ ~' ) o sodund window on__ 2function AdB (in2 ) (imn2Nig2)Ctio Day Day Nig Day Nig QN.dB) timne ht time ttiaye LMileageLength Height time time time time 25 Anli village in Yiting tow, Left Right DK151+250- 500 4.0 70 70 73.6 72.9 67.6 669 6 Yiwu City +500 26 Huangheshan of Dongxiao RightDK169+050 - 250 4.0 60 50 63.8 63.1 56.8 56.1 7 village, Jinhua City +300 27 Jindong of Dongxiao village, RightDK174+200 - 400 4.0 70 70 725 719 66.5 65.9 6 Jinhua City +600 28 Houzhushan village in LeftK208+350'+550 200 4.0 / / 70 70 72.1 71.4 65.1 64.1 7 _____ Tangxi town, Jinhua City Shaojia village in Hu town LeftDK223+900 29 of Longyou county, Quzhou DK224+200 300 4.0 70 70 733 72.6 663 65.6 7 _ _ city 30 Shigangta area in Longyou LeftDK230+270 - 250 4.0 / / 70 55 69.0 68.4 64.0 63.4 5 county, Quzhou City +520 Amount 11950 4.0 / 14750 _ 31 Zhangjia village in Kecheng RightDK259+450 - 450 4.0 / 70 70 73.0 72.6 66.0 65.6 7 _ _ _ district, Quzhou City +900 I ______I I I______ A ii)6 'M - iAa % it - - 1 1- TTIE SECONDSURVFR & DESIGN INSTITUTE OF RLAILWAYS -4I EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 32 Hu village in Kecheng DK261+250-+500 250 4.0 70 70 70.1 69.4 62.1 61.9 8 district, Quzhou City 2 1 33 Xiguakeng in Kecheng DK261+800 200 4.0 / / 70 55 69.0 68.4 605 59.9 8.5 district, Quzhou City DK262+000 I 4 Xinye village in Kecheng DK262+300-+550 250 4.0 70 55 69.0 68.4 60.5 599 8.5 district, Quzhou City 5 QChetouvillage in Kecheng DK280+280-+600 320 4.0 70 70 72.8 72.1 66.8 66.1 6 district, Quzhou City Dukou village in Xia town 36 of Yushan county, Shangrao DK333+390'+700 310 4.0 / 3500 70 70 732 72.5 662 65.5 7 City I _ 7 Xiejia in Hengfeng county, DK425+100-+450 350 4.0 70 70 714 70.4 64.4 634 7 Shangrao City Center primary school of 60 629 579 5 38 Hetan in Guixi, Yingtan City DK457+950 500 4.0 6 Maojiatang village in Guixi, DK458+450 4.0 / 2500 70 70 7.6 719 65.6 64.9 7 I___ Yingtan City _ 39 Eiployee's Dmay-in Padd DK509+400-+700 300 4.0 1000 / 70 70 733 72.6 683 67.6 5 THESchE&CgONDgSaRa,DEaSIG F A _T W~~~ it % t1 4 66)THE SECOND SERVER a DESIGNINSTITUTE OF RAILWAYS24 EA Report on Reconlstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovationl Project Table 4.3-7(continued) Noise Rectification Measures Forecaste Forecaste doreasteofd value of Noise d value of noise Standard noise after Forecaste t(AnqdardSunt befr Rectifying d Value Quantity of Quantitf (LAeqdB) Rectifying Measures on effect S/ N Name of Sensitive Spot Sound baffle Sound Change Measures (LA.$dB) of sound Insulation on (LAe B) reduce window on~qdB 2M function Nig Nqg Ni (im) Day hNtig Day hNtig Day hNtig Length Height time time time time time time Mileage (m) (m) 40 Qiaotou village in Yujiang DK510+210-+410 200 4.0 / / 70 70 733 72.6 683 67.6 5 county, Yingtan City _ 41 Lujia of Hubei village in DK516+270-+420 150 4.0 / 2500 70 70 73.2 725 672 66.5 6 Yujiang county, Yingtan City 42 New village of Dongxiang, DK534+650 - 350 4.0 / 800 70 70 733 72.6 653 64.6 8 Yingtan City DK535+000 43 No.1 Middle School of DK534+800 - 1000 4.0 / / 60 I 623 I 553 / 7 Dongxiang, Yingtan City DK535+800 LeftDK570+350 44 Chaojia village in Jinxian +550 450 4.0 / / 70 70 735 72.8 675 662 6 county, Nanchang City RightDK570+350 +600 Dongshan village and 45 Dongshan primary school in DK574+280-+550 270 4.0 60 74.0 733 66.0 653 8 Jinxian county, Nanchang - c ity I _ _ _ _I__ _I_ _I__ _I _ _I_ CDS -RVER& SIN IQit R2L4 219 THE SECI)NDSURVER h DESIGNNSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Project 46 Liaojia village in Jinxian DK589+600 500 4.0 70 70 743 73.6 65.6 67.1 8.5 county, Nanchang City DK590+100 47 Wangxie village in Jinxian DK590+500-+850 350 4.0 / / 70 70 743 73.6 663 65.4 8 county, Nanchang City 48 Shejia of Tianli in Jinxian DK591+350-+800 450 4.0 / / 70 70 73.1 724 65.1 64.4 8 county, Nanchang City _ _ 49 Zhangjia of Luofang in DK593+900 550 4.0 60 50 66.1 65.4 57.6 56.9 8.5 cintia cony acag DK594+450 50 Yanlong village of D6640+0 0 . 5 0 7 40 73 6. 5 Xiangtang, Nanchang City 2 _ Huangjia of Fengcheng / / 70 70 72.7 72.0 66.7 66.0 6 51 village, Yichun City DK642+900 500 4.0 I I Changxi piy sdiool in Huangia DK643+400 / / 60 / 61.6 / 53.6 / 8 vilbge ofFenigdg,Yichm City LeftDK648+000 Longtan and Pailou in ±300 52 Fengtan and RiglouK6n8+300 520 4.0 / / 70 70 715 70.8 655 64.8 6 Fengcheng City RightDK648+580 +800 _ TIIE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS - ' EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.3-7(continued) Noise Rectification Measures Fo recasted Fo recasted value of value of Standard noise nieatrForecast Name ~~~~~~~~~~~~~~~~~~~~SudCagRectifyingSound Chang N e(LAAB) before MeasuresRectifying ened ValuetValue S/N Name of Sensitive Sound baffle Insulati e of Measures (LAfqdB) on effect Spot on functio •A,dIB) of sound window n reduce (m2) (m2) Nigh Nig Day Nigh (LAeWrdB) Day NihDay Nigh time . time . time Mileage Length Height time time time 53 Xijiahe village in DK735+350-+850 500 4.0 70 70 73.7 73.0 65.7 65.0 8 Xinyu City 54 of Jienterpimy Choo DK756+100-+400 300 4.0 60 / 66.3 / 603 / 6 of Jieshui, Xinyu City ______Lingyang middle 55 schoolin Fenyicounty, K765+300- +585 285 4.0 350 / 60 / 63.8 / 58.8 / 5 1Xinyu City KonjiahouinFenyi LeftDK774+900 56 Kongjianou inFy DK775+200 550 4.0 / / 70 70 72.3 71.6 63.8 63.1 8.5 couty,Xinu Cty RightDK775+600'-850 Zhe peng of Luxi town 57 in Luxi county, Ping DK838+900-DK839+210 310 4.0 / / 70 70 71.3 70.6 633 62.6 8 District 6Sfia ;A --_ @ iSXt R 25 THE SECONDSURVER & DESIGN INSTITUTE OF PAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project LeftDK850+900 - DK851+150 58 Yangqiao village of DK85 1+850'-DK852+070I70 0 7.8 01 658 51 5 58 PingPnDititRgtK5+7+70 District RightDK850+570'-'+720 171170 4.0. //70 70 70.8 70.1 65.8 65.1 5 DK850+850'DK851+100 DK851+900-DK852+200 59 DengAn village of DK860+580-DK861+980 1400 4.0 1120 2750 70 70 71.3 70.6 663 65.6 5 Ping District 60 Shangpu in Linling DK899+100-+350 250 4.0 60 50 66.3 65.6 583 57.6 8 countyty Total amount 25135 2470 32350 Existing line Mileage of sensitive Existing linereceptors______Yuanjia village in 1 Anhua town, Zhuji K97+800-K98+000 1000 _ ____ City______~ ~ ~__ ~ ~~_ ~~~~~~~~~~______ SECOND SR E &D i F RIL WA C THF.SECOND SURVER & DESIGN INSTITUTE OF RAILWAYS '- EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 4.3-7(continued) Noise Rectification Measures Forecasted Forecasted Noise value of value of Nostadr noise noise after Sound Chang (LAeq.dB)Sg Standard Rectifyingbefore MeasuresRectifying eForecalst au S/N Name of Sensitive Sound baffle Insulatio e of Measures (LA%dB) on effect Spot n functi MeAsues(B),B of sound window on (Aa ) reduce (m2) (m 2) Day Nih N igh Day Nigh (LA,eqdB) Day t Day Nigh y Mileageth Height _ time time time time Mileage Len) Hehm__ __ 2 Xiali of Pujiang K103+900'-K104+300 village 1000 3 Mache of GanxiK1500 70 0 village, Jinhua City Primary school of 4 Yanmache village in K319+800 300 Wuchun town, Jiangchan City 5 Linxi primary school K374+850 200 in Shangrao 6 Huling of Dongxiang K516+650'-+900 H 500 _ village, YingtanCt __ __ Height Sound of 7 Railway No.5 village, Beijing to Guangzhou line baffle25 existin / Nanchang City K 1444+578.96 Om fence OF .OmLWAY253 W THE SECONDSURVER h DESIGNINSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project S Tonglin of Shuixi K729+500-K730+150 6500 village, Xinyu City Amount 250 3500 6500 Total amount 25385 5970 38850 THESE E DIG I - mITO t 254 THE SECO)NDSUIRVER & DESIGN INSTITLTE OF RAILWAYS25 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 4.4 Assessment of the Impact on Aquatic Environment and Protection Measures 1) Assessment of Impact on Aquatic Environment during Construction Period The number of the super major bridges to be newly built for this project is 3, and that of major bridges 20. The construction of these bridges may influence the quality of the surface water, mainly due to the loss of oil that will enter the water body, the suspension of bed mud during the underwater construction for the bridges, the discarded garbage during construction or the loss of the constructional materials, the mud at the construction site and the domestic wastewater at the camp buildings. All these factors will cause the surface water pollution in the event of bad management. The pollution will influence the surface water for certain distance in the lower reaches of the bridge site or that in the lower reaches of the waterside construction site. The impact will last during the construction period and for a period of time after the completion of the construction. 2) Assessment on Impact on Aquatic Environment during Operation Period The sewage is mainly the oil contaminated sewage drained from the production units such as the locomotive operation and maintenance units, vehicles, etc., and the domestic wastewater drained from each station along the full line. The sewage quantity of the full line will increase by 77453m3/a. As the electric locomotives are adopted, the contaminants such as CODcr, BOD5, SS and petroleum type drained by the production units shows a decreasing trend. Because of the increase of the fixed number of staff and the number of passengers, the contaminants such as plant and animal oil and LAS drained from each station shows an increasing trend respectively. The production wastewater is mainly from the production operations such as locomotive servicing, maintenance, washing, etc. at Shangrao Locomotive Depot, Yingtan Locomotive Depot, Nanchang Locomotive Depot, Xiangtang Locomotive Depot and East Jinhua Locomotive Turnaround Depot, West Jinhua Locomotive Turnaround Depot, Xiangtang West Locomotive Turnaround Depot, Xinyu Locomotive Turnaround Depot, Pingxiang Locomotive Turnaround Depot and North Zhuzhou Locomotive Turnaround Depot. The domestic wastewater is mainly from the building facilities such as office buildings, passenger station buildings, etc. at the Jinhua Station, Shangrao Station, Yingtan Station, Nanchang Station, Xinyu Station, Pingxiang Station, Zhuzhou Station and so on. (1) Forecast Method For stations and depots that have the same operation property but improved sewage quantity and for locomotive depots, locomotive turnaround depots and stationed locomotive turnaround depots that only reconstruct service and 6 SECONDV & S N iLWAO 255 TlIE SECOND SURVER&: DESIGNINSTlIrUTE OF RAILWAYS25 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project temporary rest tracks for locomotives, take the status monitored water quality as predicted water quality. For locomotive depots and stationed locomotive turnaround depots that have the same operation property but increased intermediate overhaul and minor and auxiliary repair, select depots and block posts that have similar operation property and scale for analogical investigation. The selected stations and depots include: Shaoguan Locomotive Depot, North Zhuzhou Locomotive Turnaround Depot, Zhuzhou Locomotive depot, Emei Locomotive Depot and Midi Stationed Locomotive Turnaround Depot. For general analogue refer to Table 4.4-1. THES N K D O iSRAILYt 2 ®THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS 256 Table 4.4-1 General Table of Analogue North Chenzhou Midi Stationed Name Shaoguan Locomotive Locomotive Zhuzhou Locomotive Emei Locomotive Depot Locomotive Turnaround Depot Turnaround Depot Depot Depot Operation Feature Diesel and electric Electric Diesel and electric Diesel and electric Diesel and electric Diesel, electric and a small Diesel and Electric Diesel and electric Diesel and electric Operation Scope amount of steam Locomotive Locomotive Repair and locomotive repair and locomotive repair and locomotives repair and Servicing Servicing servicing servicing servicing 4 Service tracks for 4 service tracks for electric 2 service tracks for electric electric locomotives and 3 9 service tracks for electric locomotives and 3 service locomotives and 2 service Scale service tracks for diesel / and diesel locomotives tracks for diesel tracks for diesel locomotives locomotives locomotives 100 electric 40 electric 110 electric 110 electric locomotive/day 43 electric locomotive/day Working Capacity locomotive/day and 20 locomotive/da locomotive/day and 117 and 117 diesel and 28 diesel diesel locomotive/day Y diesel locomotive/day locomotive/day locomotive/day Oil contaminated sewage Oil contaminated Oil contaminated sewage Oil contaminated sewage Oil contaminated sewage due to service and repair of sewage due to the due to service and repair of due to service and repair of due to service and repair of Source of Sewage diesel and electric service of electric diesel and electric diesel and electric diesel and electric locomotives. locomotives locomotives. locomotives locomotives Sewage Treatment Regulated sedimentation, Regulated sedimentation, Regulated sedimentation, Regulated sedimentation Technology skew slab oil removal, air None skew slab oil removal, air skew slab oil removal, air and skew slab oil removal ______~~floating floating floating______Water Quality of PH 7.2 7.2 6.8 6-7 7.2 Sewage CODcr 44.8 25.6 52.2 67 30.0 BOD5 4.30 3.45 / / SS 17 3.0 15.1 26 10.0 SCN SRE =- DI NSTiE UTt R ,25_ THE SECONDSURVER d: DESIGNINSTIT-UTE OF RAILWAYS _. ' PfKR-ffiftA 'la tiL ,!-,tIf '.p, Petroleu 0. 87 o| 3.35 1.1 2.5 m Type 11. Note: The sewage water qualities are the monitored values; the unit is mg/l except for PH. _ RAILWAYS THE1 HE SECOND SUVERSERVER & DESIGN MSTTEINSTITUTE OFRAILWAYS 2 58 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Forecast and evaluate the water quality, water consumption and major pollutants discharge at key evaluation depots along the railway line according to results of status investigation, monitoring and evaluation, to determine the influence range and degree of water pollutant source after the project. (2) Forecast Factors Forecast factors: PH, COD, BOD5 , SS, and petroleum type. (3) Forecast Assessment a) East Jinhua Freight Locomotive Turnaround Depot © Water Discharge After the implementation of this project, 3 more service and temporary rest tracks will be added for locomotives at the East Jinhua Locomotive Turnaround Depot. Renovation includes renovating diesel auxiliary repair storage into mixed auxiliary repair storage for diesel and electric locomotives, which will form a scale of 4 service and temporary rest tracks for electric locomotives and 3 service and temporary rest tracks for 3 diesel locomotives. Oil and wastewater discharge is 180m /d, which is 30m3/d more than before the project; Domestic wastewater discharge is 60m3/d, which does not change both before and after the project. © Water Quality of Drainage After the implementation of this project, newly occurring oil contaminated sewage at East Jinhua Locomotive Turnaround Depot shall be treated with the existing sewage processed that regulates sedimentation, skew slab for oil removal, air floating and filtration according to routine monitoring material, the forecast for water quality of the drainage from the East Jinhua Locomotive Turnaround Depot sewage treatment plant after the project is shown in Table 4.4-2. iA 4 -- C it 2 ® THE SECOND RAILWAYS SURVEY &DESIGN INSTITUTE 259 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.4-2 Forecasted Water Quality of the Oil Contaminated Sewage at East Jinhua Locomotive Turnaround Depot after Treatment Item PH CODcr BODs SS Petroleum (mg/I) (mg/I) (mg/I) (Type (mg/I) Forecasted Value 7.0 30-60 5-10 15-30 0.8'-1.5 Class I standard of the Integrated Wastewater Discharge Standard 6 - 9 100 20 70 5 (GB8978-1996) (Units Renovated after January 1st, 1998) Exceeding Standard Times N N N N N Note: N indicates that the standard has not been exceeded. From the above forecasted results, it can be seen that: when oil-contaminated sewage at locomotive turnaround depots is treated through oil separation, air floating and filtration, it shall meet the requirements for discharge. After the implementation of this project, domestic wastewater shall still use the original drainage system, since water consumption and its source at the depot will not change. After the Electrification Speedup Renovation Project, the water quality of domestic wastewater is the same as before the project. For the forecasted value of water quality refer to Table 4.4-3. Table 4.4-3 Forecasted Water Quality of Domestic Wastewater CODcrBODr, Ss Plant and Item PH CODcr D ) /) Animal Oil (mg/I) (mg/I)5 (mg/I)/1 Forecasted value 7.24 37.77 7.44 29.33 0.21 Class I standard of the Integrated Wastewater Discharge Standard 6-9 100 20 70 10 (GB8978-1996) (Units renovated after January 1st, 1998) I Exceeding Standard Times N N N N N ( Assessment of Sewage Discharge Route After oil contaminated sewage at the East Jinhua Locomotive Turnaround Depot is treated through oil separation, air floating and filtration according to standards, it can be discharged. The domestic wastewater shall be treated in the already existing septic tank. Oil contaminated sewage from mess halls shall be treated in small oil separators before 65tk i&M = AzVQ it- 1A 260 TRIESECOND RAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project being discharged into the original city sewer. Daily output of oil-contaminated sewage at the depot is 180m3. Air floating and filtering facilities at present sewage treatment plants can treat 20m3/h, which satisfies the actual requirement for sewage quantity. b) West Jinhua Passenger Locomotive Turnaround Depot (D Water Discharge After the implementation of this project, there will be 5 more service and temporary rest tracks for locomotives at West Jinhua Locomotive Turnaround Depot, which will form a scale of 7 service and temporary rest tracks for electric locomotives and 2 service and temporary rest tracks for diesel locomotives. Although there have 6 new locomotive inspection pits, diesel locomotives become less. Therefore, oil and wastewater discharge is 50m3/d. Domestic wastewater discharge is 60m3/d, which does not change both before and after the project. ( Forecast for Drainage Water Quality and Treatment Facilities After the implementation of this project, the oily sewage at West Jinhua Locomotive Turnaround Depot does not increase, so water quality of the sewage and water pollutant discharge is the same as that before the project. Since oil contaminated sewage at inspection pits at the locomotive turnaround depot is discharged into the city sewer without treatment and the end of pipe network is the Jinhua River, the water quality does not meet the standards. It is recommended to build new oil contaminated sewage treatment stations according to the Assessment. When water quality of treated sewage meets discharge requirements specified in Class I of the "Integrated Wastewater discharge Standard' (GB8978-97), it can be discharged into the city sewer and finally flow into the Jinhua River. The technical process for concentrated treatment of oil contaminated sewage is as follows: |il Contaminated Sewage - Regulated Sedimentation, Skew Slab Oil Remova J(50m3 /d) - Adsorption Filter Tank (50m3/d) - Sewage Water Pump Chamber ISewage Lift Pump-p-Discharge THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE 61 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Refer to Table 4.4-4 for the forecasted values of the water quality after treatment. Table 4.4-4 Forecasted Water Quality of the Oil Contaminated Sewage at West Jinhua Locomotive Turnaround Depot after Treatment CODcr Item PH BODs SS Petroleum Type (mg/I) (mg/I) (mg/l) Forecasted Value 7.0 55 15 20 1.0 Class I standard of the Integrated Wastewater Discharge Standard 6-9 100 20 70 5 (GB8978-1996) (Units renovated after January 1st, 1998) Exceeding Standard Times N N N N N Note: N indicates that the standard has not been exceeded. Forecast result shows that: since the depot is a turnaround depot, petroleum type of oil-contaminated sewage is mainly floating oil. The treatment process is feasible since the water quality of treated sewage meets discharge requirements specified in Class I of the "Integrated Wastewater DischargeStandard' (GB8978-1996). After the implementation of this project, no new domestic wastewater occurs, and the present discharge facility will be maintained. The domestic wastewater will be treated in septic tanks. Oil contaminated sewage from mess halls is treated in small oil separators. After the Electrification Speedup Renovation Project, the water quality of domestic wastewater is the same as before the project since water consumption and its source at the depot will not change. The forecasted values of water quality are shown in Table 4.4-3. Domestic wastewater shall be treated before being discharged into the original city sewer. c) Zhuji Passenger Station, East Zhuji Station, Yiwu, West Jinhua, East Jinhua, Quzhou Passenger Station and so on (1) Water Consumption and Water Discharge Water discharge at West Zhuji, Yiwu, West Jinhua, East Jinhua, and Quzhou Stations after the implementation of this project is shown in Table 4.4-5. AD K -_ NJ Q it r 262 THE SECOND RAII.WAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.4-5 Statistics of Water Consumption and Sewage Discharge at West Zhuji, Yiwu, West Jinhua, East Jinhua and Quzhou Station Unit Discharging SewageSewage uantity m3 Id Sewage Treatment Uni Discharging Sewage i Before Project [ncreas( Ifter Project Technology Zhuji Passenger Station 303 303 Anaerobe Filter Tank East Zhuji Station 235 235 Anaerobe Filter Tank Yiwu Passenger Station 303 303 Anaerobe Filter Tank East Zhuji 320 20 340 Newly Added: SBR ______Existing: Septic Tank West Zhuji 525 1 526 Septic Tank Quzhou Passenger Station 250 250 Anaerobe Filter Tank Total 845 1112 1957 (® Forecast for Water Quality After the implementation of this project, newly occurring water discharge for the above-mentioned units is generally domestic wastewater. Newly occurring sewage is treated in anaerobe filter tank or by SBR. Water quality of drainage after being treated in anaerobe filter tanks is shown in Table 4.4-6. Water qualities after being treated by SBR are shown in Table 4.4-7. The water quality of the existing domestic wastewater is the same as that before the project, since water consumption and its source at the depot will not change. Water quality of the drainage is shown in Table 4.4-8. Table 4.4-6 Forecasted Water Quality of Domestic Wastewater after Treatment in Anaerobe Filter Tank CODcrBOD5 Ss Plant and Item PH C OmDcr (mgl) (mgA) AnimalP Oil (mg/I)(mgI) (mg/I) (mg/I) Forecasted Value 7.2 100 20 70 4.0 Class IJ standard of the Integrated Wastewater Discharge Standard 6_9 150 30 150 15 (GB8978-1996) (Units renovated after January 1st, 1998) Exceeding Standard Times N N N N N Note: N indicates that the standard has not been exceeded. THESEN RAItS S &Y DESIN I TrTE 263 ®THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.4-7 Forecasted Quality of Domestic Wastewater after SBR Treatment CODcr BOD5 Ss Plant and Item PH CODcr (mgA) (mg/) Animal Oil (mg/I)(mg/I) (mg/I)1 Forecasted Value 7.1 62 15 37 4.0 Class I standard of the Integrated Wastewater Discharge Standard 6 -9 100 20 70 10 (GB8978-1996) (Units renovated after January 1st, 1998) Exceeding Standard Times N N N N N Note: 1. The above data are the monitored values of domestic wastewater treated by SBR, which was done by the Chengdu City Environmental Monitoring Central Station on Sep 21st, 2000. 2. N indicates that it does not exceed the standard. Table 4.4-8 Water Quality of the Drainage at Small-to-Medium Sized Stations Within Zhejiang Province Unit:mg/l (Except PH) PH CODcr BODs SS Plant and Animal Oil 7.18 83.02 36.52 44.08 5.19 ® Sewage Discharge Route and Sewage Treatment Measures a. Newly-built Zhuji Passenger Station, East Zhuji Station, Yiwu Passenger Station, Quzhou Passenger Station Fecal sewage at Newly-built Zhuji Passenger Station, East Zhuji Station, Yiwu Passenger Station, Quzhou Passenger Station is treated in septic tanks. Newly occurring sewage is treated in anaerobe filter tank before being discharged into the irrigation ditches. The water quality of the drainage at the above-mentioned stations has been compared to the Category I water quality of the "Standards for Irrigation Water Quality" (GB5084-92). Refer to Table 5.6-9 for the results. Table 4.4-9 Synopsis of the Water Quality at THESEC% RY SU ENiV t 264 THE SECONDRAILWAYS SURVEY& DESIC.N INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project West Zhuji, Yiwu and Quzhou Station CODcrBOD5 Ss ~ Plant and Item PH CODcgr B OmDs (mg1) Animal Oil (mg/i)(mg/i) (mg/I)/1 Water Quality of Newly 7.2 100 20 70 4.0 Increased Drainage Water Quality of the Existing 7.2 83.02 36.52 44.08 5.19 Drainage______Category I of the Standards for Irrigation Water Quality 5.5 -8.5 <200 80 150 / (GB5084-92) I I I With reference to Category I of the "Standardsfor Irrigation Water Quality" (GB5084-92), the water quality of the drainage from the above-mentioned stations is better than the Category 1 limits specified in "Standardsfor Irrigation Water Quality" (GB5084-92). When sewage from the above-mentioned stations is discharged into irrigation ditch, it does not influence the function. It is recommended to include the newly-built Zhuji Passenger Station, East Zhuji Station, Yiwu, and Quzhou Passenger Station into the city sewage treatment system according to the Assessment. The construction unit shall carry out the work so as to know if the fixed number of years for the completion of station and city drainage systems and the sewage treatment plant will be linked up with this project or not. When the drainage systems and the sewage treatment plant can not be linked up with the project, they shall be designed according to the inlet water body function. b. West Jinhua Station Fecal sewage from the West Jinhua Station is treated in septic tanks before being discharged into the city sewer, at the end of which is Jinhua River. The water quality is shown in Table 5.5-10. In compliance with the ZHJH [2002] document No. 118, the sewage discharge of this station is required to perform the Class I Standard in the "Integrated Wastewater Discharge Standard " (GB8978-1996). Table 4.4-11 illustrates that the sewage at the West Jinhua Station does not satisfy the Class I discharge standard of the "Integrated Wastewater Discharge Standard" (GB8978-1996). Table 4.4-10 Analogue Results of the Water Quality for the Drainage at Large-sized Passenger Stations Unit:mg/l (Except PH) PH CODcr BODs SS Plant and Animal Oil 7.9 179.21 64.71 54.03 5.3 Table 4.4-11 Forecasted Results for the Water Quality of Drainage at the West Jinhua Station Item PH CODcr BOD5 SS (mg/l) Forecasted Results for Water Quality of 7.9 179.21 64.71 54.03 5.3 -the Drainage Class I standard of the "Integrated Wastewater Discharge Standard" 6-9 100 20 70 10 (GB8978- 1996) I I Exceeding Standard Times N 0.79 2.23 N N Note: N indicates that the standard has not been exceeded. c. East Jinhua Station Fecal sewage from East Jinhua Station is treated in septic tank, and newly occurring sewage is treated by SBR before being discharged into city sewer, at the end of which is Jinhua River. Water quality of existing sewage is shown in Table 4.4-8. Water quality of newly occurring sewage is shown in Table 4.4-7. In compliance with the ZHJH [2002] document No. 118, the sewage discharge of this station is required to perform the Class I Standard in the "Integrated Wastewater Discharge Standard' (GB8978-1996). Table 4.4-12 illustrates that the current sewage at the East Jinhua Station does not satisfy the Class I Discharge Standard of the "Integrated Wastewater Discharge Standard' (GB8978-1996). 64MI M - mFaAb il-" 15A 266 TIIE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.4-12 Forecasted Results for the Water Quality of Drainage at the East Jinhua Station CODerBOD5 Ss Plant and Item PH CODcr BOD5 (mgl) Animal Oil Water Quality of Newly Increased 7.1 62 15 37 4.0 Drainage Class I Standard of the Integrated Wastewater Discharge Standard 6-9 100 20 70 5 (Gb8978-1996) (Units Renovated after January 1st, 1998) Exceeding Standard Times N N N N N Water Quality of the Existing Drainage 7.18 83.02 36.52 44.08 5.19 Class I Standard of the Integrated Wastewater Discharge Standard 6-9 100 30 70 20 (Gb8978-1996) (Units Renovated before December 3 1st, 1997) Exceeding Standard Times N N 0.22 N N Note: N indicates that the standard has not been exceeded. Sewage from West Jinhua Station and East Jinhua Station is discharged into city sewer, which meets requirements for sewage flowing into city pipe network. This Assessment suggests giving further and centralized treatment when sewage is discharge into city sewer and after city sewage treatment plant is finished d) Nanchang Locomotive Depot Q Water discharge After the implementation of this project, Nanchang Locomotive Depot will be changed into a mixed depot with diesel and electric locomotives and new minor and auxiliary repair equipment for electric locomotives will be added, which will form a scale of 1 minor repair position and 2 auxiliary repair positions for electric locomotives, 2 medium repair positions and 2 minor and auxiliary repair positions for diesel locomotives, 4 service and temporary rest tracks for electric locomotives, and 4 service and temporary rest tracks for diesel locomotives. Oil contaminated sewage discharge is 616m3/d, which is 56m3/d more than that before the project. Newly occurring wastewater from train-washing is 70m3/d. Domestic wastewater discharge is 150m 3/d, which is the same as before the project. © Forecast for the Water Quality of the Drainage 6) ia m gh - j&~ Qt1R 267 ® TIHESECOND RAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project This Assessment takes Emei Locomotive Depot as the analogical site. Table 4.4-1 shows the condition of the analogical sites. After the implementation of this project, sewage from the Nanchang Locomotive Depot is still treated in the original sewage treatment plant. According to conditions of the works and wastewater quality at analogical sites, the forecasted results for wastewater quality at the Nanchang Locomotive Depot after the Electrification Speedup Renovation Project are shown in Table 4.4-13. Water quality of domestic wastewater is the same both before and after the project because water consumption and the source at the depot will not change. Table 4.4-3 shows the forecasted values. Table 4.4-13 Forecasted Results for the Water Quality of Oil Contaminated Sewage at Nanchang Locomotive Depot Item PH CODci BOD 5 SS 'etroleum Typ( (mg/i) (mg/l) (mg/1) (mg/i) Forecasted Value 7.0 55 10 20 2.2 Class Il Standard of the Integrated Wastewater Discharge Standard (Gb8978-1996) (Units 6-9 150 30 150 10 Renovated after January 1st, 1998) ______Exceeding Standard Times N N N N N Note: N indicates that the standard has not been exceeded. Sewage Discharge Route and Sewage Treatment Facility Oil contaminated sewage and vehicle-washing wastewater at Nanchang Locomotive Depot is treated through using skew slab for oil separation and adjusting sedimentation for oil separation and air floating. Forecasted results of pollutant source shows that the water quality of drainage at the depot meets discharge requirements specified in "Integrated Wastewater Discharge Standard" (GB8978-1996), Daily output of oil contaminated sewage at the depot is 616m3 and that of newly occurring wastewater from vehicle-washing is 70m3/d. Treatment capability of air floating and filtering equipment at existing sewage treatment plant is 60m3/h, which can meet the actual requirements for sewage quantity. i3S jS;f- -s NJm i t I 268 THF SECOND RAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project The present domestic wastewater process treat fecal sewage in septic tank and treat oil contaminated sewage from mess halls in small oil separators before discharging them into the city sewage treatment system. e) Xiangtang Locomotive Depot (D Water Discharge After the implementation of this project, the Xiangtang Locomotive Depot will be changed into a mixed depot for diesel and electric locomotives and new medium and minor repair equipments for electric locomotives will be added, which will form a scale of 2 medium repair position and 2 minor and auxiliary repair positions for electric locomotives, 6 minor and auxiliary repair positions for diesel locomotives, 2 service and temporary rest tracks for electric locomotives, and 6 service and temporary rest tracks for diesel locomotives. Oil contaminated sewage discharge is 457m 3/d, which is 17m3 /d more than. before project. Newly occurring wastewater from train-washing is 100m3/d. Domestic wastewater discharge is 120m 3/d, which is the same as before the project. © Forecast for Drainage Water Quality This Assessment takes Zhuzhou Locomotive Depot as an analogical site. Table 4.4-1 shows the condition of analogical sites. After the implementation of this project, the drainage system at the Xiangtang Locomotive Depot is reconstructed to separate clean water and sewage. Besides the original treatment process, skew slab oil separators and sludge drying beds are added. According to conditions of the works and water quality of sewage at analogical sites, water quality of sewage at Xiangtang Locomotive Depot after the Electrification Speedup Renovation Project is shown in Table 4.4-14. Since water consumption and the source at the depot will not change, water quality of domestic wastewater after the Electrification Speedup Renovation Project is the same as before the project. Forecasted values for the water quality is shown in Table 4.4-3. lSESECON Ii _ ITIT 269 THE SECONDRAILWAYS SURVEY.: DESIGNINSTITUTE26 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.4-14 Forecasted Water Quality of the Oil Contaminated Sewage at Xiangtang Locomotive Depot After Treatment CODcr BOD5 SS Petroleum Item PH (mg/I) (mg/I) (mg/l) Type Forecasted Value 7.0 55 10 20 2.2 |Class I Standard of the Integrated Wastewater Discharge Standard 6-9 100 20 70 5 (Gb8978-1996) (Units Renovated after I-January 1st, 1998) Exceeding Standard Times N N N N N Note: N indicates that the standard has not been exceeded.. ®) Sewage Discharge Route and Sewage Treatment Facility Oil contaminated sewage and train washing wastewater at Xiangtang Locomotive Depot are treated through adjusting sedimentation skew slab for oil separation, air floating and filtration. Forecast result shows that: water quality of sewage at the depot meets requirements specified in Class I Standard of the "Integrated Wastewater Discharge Standard' (GB8978-1996). Daily output of oil contaminated sewage at the depot is 457m 3 and that of newly occurring wastewater from vehicle-washing is 60m3/d. Treatment capability of air floating and filtering equipment at existing sewage treatment plant is 60m3/h, which can meet the actual requirements for sewage quantity. The present domestic fecal sewage is treated in septic tanks and oil contaminated sewage from mess halls is treated in small oil separators before discharging them into original drainage system, that is, to discharge into Luojia River (irrigation water) outside the depot. f) West Xiangtang Stationed Locomotive Turnaround Depot (0 Water Discharge After the Electrification Speedup Renovation Project, the West Xiangtang Locomotive Depot will be changed into a mixed depot for diesel and electric locomotives and new auxiliary repair equipments for electric 6!DAW it M - NJ V a f- G 270 TIlE SECMNDRAILIWAYS SURVEY & DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project locomotives will be added, which will form a scale of 3 auxiliary repair positions for electric locomotives, 3 service and temporary rest tracks for electric locomotives, and 3 service and temporary rest tracks for diesel locomotives. Oil contaminated sewage discharge is 104m3/d, which is 4m3/d more than before the project. Newly occurring wastewater from train-washing is 50m3 /d. Domestic wastewater discharge is 100m 3/d, which is the same as before the project. ® Forecast for Drainage Water Quality This Assessment takes Midi Locomotive Depot as the analogical site. Table 4.4-1 shows the condition of the analogical sites. After the implementation of this project, the drainage system at West Xiangtang Locomotive Depot is to treat sewage at the original sewage treatment plant. According to conditions of the works and water quality of sewage at analogical sites, water quality of sewage at the West Xiangtang Locomotive Depot after the Electrification Speedup Renovation Project is shown in Table 4.4-15. Since water consumption and the source at the depot will not change, water quality of domestic wastewater after the electrification project is the same as before the project. Forecasted value for the water quality is shown in Table 4.4-3. Table 4.4-15 Forecasted Water Quality of the Oil Contaminated Sewage at West Xiangtang Stationed Locomotive Turnaround Depot after Treatment Item PH CODcr BODs15 Ss Petroleum Item PH ~~~(mg/I) (mg/[) (mg/I) T'ype Forecasted Value 7.0 55 10 20 2.2 Class I Standard of the Integrated Wastewater Discharge Standard 6-9 100 20 70 5 (Gb8978-1996) (Units Renovated after January 1st, 1998) l Exceeding Standard Times N N N N N Note: N indicates that the standard has not been exceeded. (a Sewage Discharge Route and Sewage Treatment Facility Oil contaminated sewage and train-washing wastewater at the West Xiangtang Stationed Locomotive Turnaround Depot are treated through adjusting sedimentation skew slab for oil separation and air floating. D RTHESECOND RAILWAYS SURVEY& DESIGN INSTITUTF 271 EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Project Forecasted results show that the water quality of sewage at the depot meets requirements specified in Class I Standard of the "Integrated Wastewater Discharge Standard' (GB8978-1996). Daily output of oil contaminated sewage at the depot is 104m 3 and that of newly occurring wastewater from vehicle-washing is 50m3/d. Treatment capability of air floating equipment at existing sewage treatment plant is 15m 3/h, which can meet the actual requirements for sewage quantity. The present domestic fecal sewage is treated in septic tanks and oil contaminated sewage from mess halls is treated in small oil separators before discharging them into original drainage system, that is, discharge into irrigation ditch. Sewage then flows about 2km into the city sewer. g) Qingyunpu, Nanchang, Xiangtang and West Xiangtang Station (0 Water consumption and Water Discharge Refer to Table 4.4-16 for the water consumption and discharge at the Qingyunpu, Nanchang, Xiangtang and West Xiangtang Station. Table 4.4-16 Statistics of Water Consumption and Sewage Discharge at Qingyunpu, Nanchang, Xiangtang and West Xiangtang Station Unit Water Consumption Sewage quantity (m3/d) Sewage Treatment Discharging (m3/d) Sewge_reamen Sewage Before Increase After Before Increase After Technology Sewage_ Project_Increase_Projecl ProjecI Project Qingyunpu 1100 184 1284 770 0 770 Existing: Septic tank Nanchang 52000 4054 54054 5000 146 5146 Existing: Septic tank Xiangtang 2350 954 3304 495 97 592 Existing: Septic tank West Newly added: Anaerobe 11000 146 11146 2310 51 2361 filter tank Xiangtang Existing: Septic tank Total 66450 5338 69788 8575 294 8869 Note: Increased water consumption after the Project includes that for passenger trains. (© Forecast for Sewage Quality After the implementation of this project, the traction substations and overhead contact system (OCS) will be built in the above-mentioned IK RAILWAYSSUR= &DESIGt TE 272 TIIE SECONDRAILWAYS SURVEYh DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Rlenovation Project drainage units. Newly increased drainage will generally be domestic wastewater, which is treated in anaerobe filter tanks. Water quality of treated sewage is shown in Table 4.4-6. Since water consumption and the source will not change, water quality of the domestic wastewater is the same as before the project. Water quality of drainage from Qingyunpu, Xiangtang and West Xiangtang Station is shown in Table 4.4-17 and that for Nanchang Station is shown in Table 4.4-10. Table 4.4-17Analogue Results of the Water Quality for Drainage at Small-to-Medium Sized Stations within Jiangxi and Hunan Province Unit:mg/l (Except PH) PH CODcr BOD5 SS Plant and l 1 ~7.2 154.5 55.5 88 7.5 ® Sewage Discharge Route and Sewage Treatment Facility Sewage treated at the above-mentioned stations is that fecal sewage is treated in septic tank and oil contaminated sewage from mess halls is treated in small oil separators. Newly occurring sewage from newly built traction substations and overhead contact systems (OCS) are treated in anaerobe filter tanks. Domestic wastewater from Qingyunpu, Nanchang Station, Xiangtang and West Xiangtang Station shall be treated before being discharged into the city sewer. In compliance with the GHDHZ[2002] document No. 66, the above-mentioned stations are required to perform to the Class III Standard of the "Integrated Wastewater Discharge Standard" (GB8978-1996)). Table 4.4-10 and Table 4.4-17 illustrate that the sewage discharge can meet the Class III Standard of the "Integrated Wastewater Discharge Standard' (GB8978-1996) and can meet requirements for sewage discharge into the city sewer. h) Yingtan Locomotive Depot (D Water Discharge After the implementation of this project, Yingtan Locomotive Depot will ) M Sg- J V iRti t R 273 ® THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project be changed into a mixed depot for diesel and electric locomotives and new minor repair equipments for electric locomotives will be added, which will form a scale of 3 minor and 6 auxiliary repair positions for electric locomotives, 2 medium repair positions for diesel locomotives, 6 service and temporary rest tracks for electric locomotives, and 3 service and temporary rest tracks for diesel locomotives. Oil contaminated sewage discharge is 480m3/d, which is the same as before the project. 3 Newly occurring train-washing and other wastewater is 88m /d. 3 Domestic wastewater discharge is 130m3/d, which is the I 0m /d more than before the project. ( Forecast for Drainage Water Quality This Assessment takes Emei Locomotive Depot as the analogical site. Table 4.4-1 shows the condition of analogical sites. After the implementation of this project, the drainage system at the Yingtan Locomotive Depot is to treat sewage at the original sewage treatment plant. According to conditions of the works and water quality of sewage at analogical sites, water quality of sewage at the Yingtan Locomotive Depot after the project is shown in Table 5.6-18. Since water consumption and the source at the depot will not change, water quality of domestic wastewater after the electrification project is the same as before the project. Forecasted value for the water quality is shown in Table 4.4-3. Table 4.4-18 Forecasted Water Quality of the Sewage at Yingtan Locomotive Depot after Treatment Item PH CODcr BOD5 SS Petroleum Type (mg/i) (mg/l) (mg/I) (Mg/l) Forecasted Value 7.0 55 10 20 2.2 Class I Standard of the Integratedl Wastewater Discharge Standard 6~-9 100 20 70 5 (Gb8978-1996) (Units Renovated after January 1st, 1998) 1 Exceeding Standard Times N N N N N Note: N indicates that the standard has not been exceeded. ( Sewage Discharge Route and Sewage Treatment Facility Oil contaminated sewage and other wastewater at the Yingtan Locomotive Depot is treated through adjusting sedimentation skew slab for oil separation and air floating. Forecasted results show that the water 6in X -= m v iR 4--R 274 TIIE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project quality of the drainage at the depot meets requirements specified in Class I Standard of the "Integrated Wastewater Discharge Standard" (GB8978-1996). Daily output of oil contaminated sewage at the depot is 480m3 and that of newly occurring wastewater from vehicle-washing is 88m3/d. Treatment capability of air floating and filtering equipment at existing sewage treatment plant is 55m3 /h, which can meet the actual requirements for sewage quantity. The present domestic fecal sewage is treated in septic tank and oil contaminated sewage from mess halls is treated in small oil separators before discharging them into irrigation ditch. Sewage then flow about 2.5Km into Xinjiang River. i) Guixi Station (D Water Discharge After the implementation of this project, Guixi Station maintains the original status. Only a traction substation and overhead contact system (OCS) are newly built at the same side of the Hangzhou Terminal Station. Newly increased domestic wastewater is 12m3/d. (2) Forecast for Drainage Water Quality Newly increased domestic wastewater is treated in anaerobe filter tank. Water quality of treated sewage is shown in Table 4.4-6. Since water consumption and the source will not change, water quality of domestic wastewater is the same as before the project, which is shown in Table 4.4-3. ® Sewage Treatment Facility Newly occurring sewage from newly built traction substation and overhead contact system (OCS) at the Guixi Station is treated in anaerobe filter tanks. Domestic wastewater is treated in septic tank and oil contaminated sewage from mess halls is treated in small oil separators. With reference to GB5084-92 Category I standards of the "Standardsfor Irrigation Water Quality" (GB5084-92), the water quality of the drainage at the Guixi Station is better than the limit. Therefore, when the sewage at the depot is discharged into the irrigation ditch, it will not influence the 6S) THETH SECONDSECNRAILWAYS a SURVEYSV &SIDESIGN INSTITUTEINrS 275 EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Project function. j) East Yingtan Station, Yingtan Station 0 Water Discharge After the Electrification Speedup Renovation Project, the East Yingtan and Yingtan Station will maintain the present situation. The discharge of domestic wastewater will not change. Forecast for Sewage Quality After the Electrification Speedup Renovation Project, since water consumption and the source will not change, water quality of domestic wastewater at the East Yingtan Station and Yingtan Station is the same as before the project, which is shown in Table 4.4-17 and Table 4.4-10. © Sewage Discharge Route and Sewage Treatment Facility Sewage treatment technology at the East Yingtan Station and Yingtan Station is that the existing fecal sewage is treated in septic tanks and oil contaminated sewage from mess halls is treated in small oil separators before being discharged into irrigation ditch. With reference to Category I standards of the "Standardsfor Irrigation Water Quality" (GB5084-92), the water quality of the drainage at East Yingtan Station and Yingtan Station is better than the limit. Therefore, when sewage at the depot is discharged into irrigation ditch, it will not influence the function. k) Shangrao Locomotive Depot (0 Water Discharge After the Electrification Speedup Renovation Project, Shangrao Locomotive Depot will be changed into a mixed depot for diesel and electric locomotives and new auxiliary repair equipments for electric locomotives will be added, which will form a scale of 2 service and temporary rest tracks for electric locomotives, and 2 service and temporary rest tracks for diesel locomotives. Oil contaminated sewage discharge is 200m3 /d, which is the same as before the project. Domestic wastewater discharge is 168m 3/d, which is 18m3/d more than before the project. in! Xj) - @,S R Lt R 276 ® THE SECONDRAILWAYS SURVEY& DESIGN INSTITEI1E EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project © Forecast for Drainage Water Quality After the project, production sewage discharge does not change but the sewage source will change. This Assessment selects Emei Locomotive Depot as the analogical site. Table 4.4-1 shows the condition for the analogical sites. After the Electrification Speedup Renovation Project, the sewage at Shangrao Locomotive Depot is still treated in the original sewage treatment plant. Table 4.4-19 shows the comprehensive conditions of the works and water quality of the drainage at the analogical sites of Shangrao Locomotive Depot after the project. After the Electrification Speedup Renovation Project, newly occurring sewage at the newly built traction substation and overhead contact system (OCS) is treated in anaerobe filter tanks. Forecasted value of water quality is shown in Table 4.4-6. Since water consumption and the source will not change, water quality of domestic wastewater is the same as before the project. Forecasted value of the water quality is shown in Table 4.4-3. Table 4.4-19 Forecasted Water Quality of the Sewage at the Shangrao Locomotive Depot after Treatment Item PH CODcr BOD5 SS Petroleum Type (mg/I) (mg/I) (mg/I) (mg/l) Forecasted Value 7.0 55 10 20 10 Class I Standard of the Integrated Wastewater Discharge Standard 6-9 100 20 70 5 (Gb8978-1996) (Units Renovated after January 1st, 1998) Exceeding Standard Times N N N N 1 Note: N indicates that the standard has not been exceeded. ( Sewage Discharge Route and Sewage Treatment Facility When oil contaminated sewage at Shangrao Locomotive Depot is treated through oil separation and air floating, the water quality cannot meet the discharge requirements. Newly occurring sewage at the newly built traction substation and overhead contact system (OCS) shall be treated in anaerobe filter tanks to meet discharge requirements. The treatment process is to adjust sedimentation for oil separation, air floating and anaerobe filtration. 6! 0- A -= Ali z :a it PM 277 ® THE SECOND R-AILWAYSSURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Forecast result shows that: water quality of the drainage at the depot can not meet requirements specified in Class I Standard of the "Integrated Wastewater Discharge Standard" (GB8978-1996). Filtration facility is recommended. (GB8978-1996). Daily output of oil-contaminated sewage at the depot is 200m3 . Treatment capability of air floating facility at present sewage treatment plant is 30m3/h, which can meet the actual requirements for sewage quantity. The present domestic fecal sewage is treated in septic tank and oil contaminated sewage from mess halls is treated in small oil separators before being discharged into the original city drainage system, that is, it will be discharged into the city pipeline network. 1) Pingxiang Locomotive Turnaround Depot (D Water Discharge After the implementation of this project, the Pingxiang Locomotive Turnaround Depot will be changed into a mixed depot for diesel and electric locomotives, which will form a scale of 1 service and temporary rest track for electric locomotives, and 2 service and temporary rest tracks for diesel locomotives. Oil contaminated sewage discharge is 50m3/d, which is 24m3/d more than before the project. Domestic wastewater discharge is 98m3/d, which is 8m3/d more than before the project. (2) Forecast for Drainage Water Quality Before the implementation of this project, oil contaminated sewage at Pingxiang Locomotive Turnaround Depot is directly discharged into side ditch at station and yard without treatment. After the project, a new sewage treatment plant will be built at Pingxiang Locomotive Turnaround Depot. The sewage process is shown below: Oil contaminated sewage|- Xegulated sedimentation, skew slab oil removal - [Adsorption filter tank (50m3 /d) - Sewage Water Pump Chamber Dischar After the Electrification Speedup Renovation Project, forecast for water quality of oil-contaminated sewage at the Pingxiang Locomotive Turnaround Depot is shown in Table 4.4-20. After the Electrification tk iq t aJ ; it 1E 278 ® THE SECOND RAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Speedup Renovation Project, newly occurring sewage at the newly built traction substation and overhead contact system (OCS) is treated in anaerobe filter tanks. Forecasted value of water quality of treated sewage is shown in Table 4.4-6. Since water consumption and the source will not change, water quality of domestic wastewater is the same as before the project. Forecasted value of the water quality is shown in Table 4.4-3. Table 4.4-20 Forecasted Water Quality of the Oil Contaminated Sewage at the Pingxiang Locomotive Turnaround Depot After Treatment Item PH CODcr BOD5 SS Petroleum Type (mg/I) (mg/I) (mg/I) (mg/I) Forecasted Value 7.0 55 15 20 1.0 Class I Standard of the Integrated Wastewater Discharge Standard (Gb8978-1996) (Units Renovated after 6-9 100 20 70 5 January 1st, 1998) Exceeding Standard Times N N N N N Note: N indicates that the standard has not been exceeded. () Sewage Discharge Route and Sewage Treatment Facility The oil-contaminated sewage at the Pingxiang Locomotive Turnaround Depot is mainly floating oil. After being treated through skew slab for oil separation and absorption filtration, the water quality shall meet discharge requirements. Forecasted results shows that: water quality of the drainage at the depot can meet the requirements specified in Class I Standard of the "Integrated Wastewater Discharge Standard" (GB8978-1996), so the treatment process is feasible. Daily output of oil-contaminated water at the depot is 50m3. Treatment capability of oil separation with skew slab in sewage treatment plant is 50m3 , which can meet the actual requirements for sewage quantity. The newly occurring sewage at the traction substation and overhead contact system (OCS) is treated in anaerobe filter tanks, which cannot meet discharge requirements. SBR treatment technology is recommended. The present domestic fecal sewage is treated in septic tanks and oil-contaminated sewage from mess hall is treated in small oil separators before being discharged into the city pipeline network. THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE 279 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project m) Intermediate Stations 0 Water Consumption and Water Discharge Water consumption and water discharge at all intermediate stations is shown in Table 4.4-21. Table 4.4-21 Statistics of Water Consumption and Sewage Discharge at Various Intermediate Stations Water Consumption Sewage Quantity (M3 Id) (m3/d) Unit Befor Befor Sewage Treatment Discharging eorAfter BorAfter Technology Sewage e Increa Proje e Increas Projec Proje se Pcot Proje e ct t ct Newly added: Anaerobe Yushan 884 25 909 618 20 638 filter tank Existing: Septic tank Shangrao 11000 831 11831 2310 0 2310 Septic tank Newly added: Anaerobe Hengfeng 1000 22 1022 700 12 712 filter tank Existing: Septic tank Dongxiang 411 3 414 290 1 291 Septic tank Newly added: Anaerobe Fengcheng 580 20 600 355 8 363 filter tank Existing: Septic tank Newly added: Anaerobe Zhangshu 822 7 829 575 3 578 filter tank Existing: Septic tank Xinyu 7123 766 7889 520 0 520. Septic tank Newly added: Anaerobe Fenyi 822 7 829 575 3 578 filter tank Existing: Septic tank Newly added: Anaerobe Yichun 522 19 541 365 8 373 filter tank Existing: Septic tank Pingxiang 8200 25 8225 864 0 864 Septic tank Total 31364 1725 33089 7172 55 7227 ( Forecast for Sewage Quality After the Electrification Speedup Renovation Project, the newly occurring sewage at the newly built traction substation and overhead contact system (OCS) is generally domestic wastewater, which is treated in anaerobe filter tanks. Water quality of retreated water is shown in in M __ aJ v * i- 1R 280 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.4-6. Since water consumption and the source will not change, water quality of domestic wastewater is the same as before the project, which is shown in Table 4.4-3. ( Assessment of Sewage Discharge Route The treatment process for sewage at the above-mentioned stations is that the present fecal sewage is treated in septic tanks; oil-contaminated sewage from mess hall is treated in small oil separators; newly occurring sewage at newly built traction substation and overhead contact system (OCS) is treated in anaerobe filter tanks. After the sewage is treated, it is discharged into city sewer pipeline network. In compliance with the GHDHZ[2002] document No. 66, the above-mentioned stations are required to perform the Class III Standard of the "Integrated Wastewater Discharge Standard' (GB8978-1996). Sewage from all the stations can meet the requirements. n) North Zhuzhou Freight Turnaround Depot (D Water Discharge After the implementation of this project, North Zhuzhou Freight Turnaround Depot will be changed into a mixed depot for diesel and electric locomotives. Servicing depot is reconstructed in this project and the result is to form a scale of 3 service and temporary rest tracks for electric locomotives and 2 service and temporary rest tracks for diesel locomotive. Discharge of oil-contaminated water is 106m3 /d, which is 6m3/d than that Before Project; discharge of domestic wastewater is 64m3 /d, which increases by 4m3 /d as a comparison with that before the Proj ect. © Forecast for Drainage Water Quality This Assessment selects Midi Locomotive Turnaround Depot as the analogical site. Table 4.4-1 shows the conditions of the analogical sites. After the implementation of this project, the oil contaminated sewage at North Zhuzhou Freight Turnaround Depot is still treated in the original sewage treatment plant. According to the conditions of the works and sewage quality at the analogical sites, Table 4.4-22 shows the forecasted results for water quality of oil contaminated sewage at the North Zhuzhou 6TEEO R iL S DIGN INSTT 281 ®TIff SECONDRAIl WAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-jiangxi Railway Electrification Speedup Renovation Project Freight Turnaround Depot after the Electrification Speedup Renovation Project. Since the water consumption and the source will not change, water quality of domestic wastewater is the same as before the project. Forecasted value for the water quality is shown in Table 4.4-3. Table 4.4-22 Forecasted Water Quality of the Oil Contaminated Sewage at the North Zhuzhou Freight Turnaround Depot after Treatment Item Item pHPH ~~(mg/I)~CODcr (mg/I) (mg/Imgl Petroleum(mg/I) Type Forecasted Value 7.0 55 10 20 2.2 Class I Standard of the Integrated Wastewater Discharge Standard l (Gb8978-1996) (Units Renovated after 6-9 100 20 70 5 January 1st, 1998) l Exceeding Standard Times N N N N N Note: N indicates that the standard has not been exceeded. ® Sewage Discharge Route and Sewage Treatment Facility The oil contaminated sewage at North Zhuzhou Freight Turnaround Depot is treated through adjusting sedimentation for oil separation and air floating. The present Domestic wastewater is treated in septic tank and the oil-contaminated sewage from mess hall is treated in small oil separator. The treated sewage is discharged into Baishi Port outside the depot. The forecasted results show that the water quality of the drainage at the depot meets requirements specified in the Class I Standard of the "Integrated Wastewater Discharge Standard" (GB8978-1996), so the treatment process is feasible. However, the original sewage treatment plant only adjusts sedimentation oil-separator to normal operation, but the air floating facility is not in normal operation. It is recommended to conduct renovation and improvement. Daily output of oil-contaminated sewage at the depot is 106m3. Treatment capability of air-floating facility in the present sewage treatment plant is 15m 3/h, which can meet the actual requirements for sewage quantity. o) Liling Station (I Water Discharge K A V-- iQ f1 r 282 THE SECOND RAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project After the Electrification Speedup Renovation Project, the water discharge at Liling Station does not change. No new domestic wastewater occurs. Only domestic wastewater at the newly built traction substation and overhead contact system (OCS) increases by 8m3/d. © Forecast for Drainage Water Quality The newly occurring domestic wastewater from traction substation and overhead contact system (OCS) at Liling Station is treated by SBR. The forecasted result for water quality is shown in Table 4.4-7. Since water consumption and the source will not change, water quality of domestic wastewater is the same to that before project. Forecasted value of water quality is shown in Table 4.4-17. ( Assessment on Sewage Discharge Route The existing domestic wastewater at Liling Station is treated in septic tanks and the oil-contaminated sewage from mess hall is treated in small oil separators. Forecast shows that: water quality of the existing domestic wastewater at Liling Station can meet discharge requirements specified in Class III Standard of the "Integrated Wastewater Discharge Standard" (GB8978-1996) and meet requirements for switching into the city sewer. Newly occurring domestic wastewater at newly built traction substation and overhead contact system (OCS) is treated by SBR. Forecast result shows that: water quality of discharged sewage meets requirements specified in Class I Standard of the "Integrated Wastewater Discharge Standard" (GB8978-1996). This shows that SBR treatment technology is a litter higher. It is recommended to use the anaerobe filtration treatment technology. 3) Assessment of Forecast for Surface Water (1) Forecast Method According to forecast result for water pollutant sources and status monitoring results for the receiving body of water, employ fully mixed modes of the river to predict the water quality of the receiving body of water that has already been contaminated, and evaluate the influences of wastewater discharge to the aquatic environment. Fully mixed mode of river is calculated with the following formula: C ig-y=(CIQI+C2 Q2 )/(Q]+Q2 ) 6s)b In which: Cmixed: concentration of pollutant in the river when it is fully mixed with wastewater discharged into it, in mg/I; Cl: concentration of pollutant in upper river, in mg/I; C2: concentration of pollutant in wastewater, in mg/I; Qi: water quantity in upper river, in m3/s; 3 Q2: wastewater quantity of, in m /s; (2) Forecast Factors Forecast factors are: PH, COD, BOD5, SS, and petroleum type. (3) Forecast and Analysis After the Electrification Speedup Renovation Project, the sewage at the North Zhuzhou Freight Turnaround Depot is treated appropriately before being discharged into Baishi Port outside the depot. Employ fully mixed mode of river to predict water quality at Baishi Port that has been contaminated by wastewater from turnaround depots. When calculating, water quality and flow rate in Baishi Port take the status-of the monitored values. Forecast results are shown in Table 4.4-24. aD in m - IJ * iF " VtR284 THE SECONDRAILWAYS SURVEYA DESIGNINSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.4-24 Forecasted Results of Water Quality in Baishi Port Item PH 1)ODcrBOD 5 SS Petroleum Flow Rate ltem PH (mg/I) (mg/I) (mg/I) Type (mg/I) (m3/d) Current Water Quality of the 6.90 56.27 4.20 / 0.69 9720 Baishi Port Water Quality of the Production Sewage after it is 7.0 55 10 20 2.2 106 Treated Water Quality of the Drained 7.24 37.77 7.44 29.33 /64 Domestic wastewater Forecasted value of the water quality at the Baishi Port after 6.90 56.14 4.28 / 0.70 9890 it receives the sewage from the turnaround depot Category IV of the Standard for Environmental Quality of 6-9 30 6 I 0.5 I Surface Water, GB3838-2002 Percentage that is up to 100 N 100% N standard % _N 10% Exceeding Standard Times N 0.87 N 0.4 Density Variance / -0.13 +0.08 / +0.01 / Percentage of Change _ -023 +1.9% = +1.4% Note: N indicates that the standard has not been exceeded. The forecast results indicates that after the wastewater in locomotive turnaround depot has drained into the Baishi Port, the CODcr in the Baishi Port decreases, its absolute value of density reduces 0.13mg/l before the Project; the BOD5 and petroleum type increase, the absolute value of density increases 0.08, 0.01mg/i. The index of water quality cannot meet the requirement of Category IV of the Standard for Environmental Quality of Surface Water (GB3838-2002). The CODcr and petroleum type exceed the standard, mainly because that the current water quality in the Baishi Port has been polluted. 4) Conclusion of the Assessment (1) The sewage in the North Zhuzhou Freight Turnaround Depot can meet the Class I drainage requirement of the "Integrated Wastewater Discharge Standard" (GB8978-1996) after it has been drained into the Baishi Port, the density of pollution factor in Baishi Port increases a little, the water quality cannot meet the requirement in the Standard for Environmental Quality of Surface Water (GB3838-2002). CODcr and petroleum type exceed the standard. After the sewage treatment plants are built in Pingxiang Locomotive Turnaround tk M , = s %9 R.~it VA285 D THIESECOND RAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Depot, the sewage can meet the Class I drainage standard of the "Integrated Wastewater Discharge Standard" (GB8978-1996) and realize the standard drainage. The East Jinhua Locomotive Turnaround Depot and Shangrao locomotive depot are brought into the original sewage treatment plant. The sewage can meet the Class I drainage standard of the "Integrated Wastewater Discharge Standard" (GB8978-1996). By applying the original sewage treatment plant, the sewage at the Shangrao Locomotive Depot, Yingtan Locomotive Depot, Nanchang Locomotive Depot, West Xiangtang Locomotive Tumaround Depot, Xiangtang Locomotive Depot and North Zhuzhou Freight Locomotive Turnaround Depot can meet the Class I drainage standard of the "Integrated Wastewater Discharge Standard" (GB8978-1996). After the renovation of the original sewage treatment plant, the sewage at Xinyu Locomotive Turnaround Depot can meet the Class I drainage standard of the "Integrated Wastewater Discharge Standard" (GB8978-1996). (4) Statistics of Total Discharge Volume of Pollutants after the Full Line Electrification Table 4.4-25 Statistics of Total Discharge Volume of Pollutants after Electrification of the Full Line WihNa~ Nature of the Sewage COD BOD Ss Petroleum Plant and LAS Name ~~Sewage (M3 /a) (tla ta)(t/a) (t/a) (t/a) (t/a) Within Zhejiang Province 1. Hangzhou Section Wangjiangmen Oil Contaminated 25550 1.15 0.18 0.13 0.03 Locomotive Sewage _ Turnaround Domestic 211700 8 1.58 6.21 0 0.04 Depot Wastewater Qiaosi Oil Contaminated 48545 1.94 0.21 0.83 0.04 locomotive Destgi Depot Domestec 107675 4.07 0.80 3.16 0 0.02 Wastewater Nanxingqiao Oil Contaminated Passenger Sewage and Locomotive Sewae 56575 1.98 0.32 0.79 0.02 0.03 Servicing Washing Cars Station ______ Station Domestic 284700 51.02 18.42 15.38 0 1.51 0 EastHangzhou Domestic 113880 20.41 7.37 6.15 0 0.60 0 Station Wastewater I____ Nanxingqiao Domestic 90885 7.55 3.32 4.01 0 0.47 0 Station Wastewater Qiantangjiang Domestic 10220 0.85 0.37 0.45 0.05 0 Station Wastewater 1 Xiaoshan Domestic 29200 2.42 1.07 1.29 0 0.15 0 Station Wastewater ; ,_ - M V d.~it- PA 286 W THE SECONDRAILWAYS SURVEYa DESIGNINSTITU1E EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Rlenovation Project Bailutang Domestic 1277.5 0.11 0.05 0.06 0 0.006 0 Station Wastewater Yingning Domestic 2555 0.21 0.09 0.11 0 0.01 0 Station Wastewater 2 West Xiaoshan Domestic 10804 0.90 0.39 0.48 0 0.06 0 Station Wastewater Changhe Domestic 3139 0.26 0.11 0.14 0.02 0 Station Wastewater 3 Jianqiao Domestic 60955 5.06 2.23 2.69 0 0.32 0 Station Wastewater 6 5 Subtotal 1057660.5 105.93 36.51 41.88 0.09 3.196 0.03 2. Other Sections New Increase in Domestic 110595 11.06 2.21 7.74 0 0.44 0 Newly-built Wastewater _ East Zhuji New Increase in Station Oil 36500 2.19 0.37 1.10 0.07 0 0 Contaminated Sewage Newly-built New Increase in ZhujiStation Domestic 85575 8.58 1.72 6.0 0 0.34 0 ZhuJ i Station Wastewater New Increase in Yiwu Station Domestic 110595 11.06 2.21 7.74 0 0.44 0 Wastewater Existing Domestic 116800 9.70 4.27 5.15 0.00 0.61 0 East Jinhua Wastewater Station New Increase in Domestic 7300 0.62 0.11 0.27 0.00 0.03 0 Wastewater Oil Contaminated 54750 2.46 0.38 0.27 0.05 0.00 0 Sewage East Jinhua New Increase in Locomotive Oil 10950 0.49 0.08 0.05 0.01 0.00 0 Turnaround Contaminated . Depot Sewage ___ Existing Domestic 21900 0.83 0.16 0.64 0.00 0.00 0 Wastewater Existing domestic 191625 34.34 12.40 10.35 0.00 1.02 0 West Jinhua wastewater Station New Increase in Domestic 365 0.07 0.02 0.02 0.00 0.00 0 Wastewater West Jinhua Oil Locomotive Contaminated 18250 1.00 0.27 0.37 0.02 0.00 0 Turnaround Sewage _ _ __I Depot Domestic 21900 0.83 0.16 0.64 0.00 0.00 0 1Wastewater K 287 THE SECONDRAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Existing domestic 133225 11.06 4.87 5.87 0.00 0.69 0 Quzhou Station . wastewaterwasewte New Increase in Domestic 6205 0.62 0.12 0.43 0.00 0.02 0 Wastewater Subtotal 926535 94.91 29.35 46.64 0.15 3.59 0 Total for the Entire Province 1898621 192.26 64.14 82.54 0.25 6.53 0.03 ;)i W;;=t M _ ts i£- tt 1 288 'rilE SECONDRAILWAYS SURVEY& DESIGN INSTIlrUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.4-25 (Continued) Nature of the Sewage COD BOD SS Petroleum Plant and LAS Name Sewage Quantity (tia) (t/a) (t/a) Type Animal Oil (t/a) (m a) () (tia) Within Jiangxi Province Domestic 225570 34.85 12.52 19.85 0.00 1.69 0 Yushan Wastewater Station New Increase in Domestic 7300 0.73 0.15 0.51 0.00 0.03 0 Wastewater Shangrao Domestic Station Wastewater 843150 130.27 46.79 74.20 0.00 6.32 0 Oil Contaminated 73000 4.02 0.73 1.46 0.73 0.00 0 Sewage Shangrao Domestic 54750 2.07 0.41 1.61 0.00 0.01 0 Depot New Increase in Domestic 6570 0.66 0.13 0.46 0.00 0.03 0 Wastewater Domestic 255500 39.47 14.18 22.48 0.00 1.92 0 Hengfeng Wastewater Station New Increase in Domestic 4380 0.44 0.09 0.31 0.00 0.02 0 Wastewater Wastewater 434350 67.11 24.11 38.22 0.00 3.26 0 Guixi Station New Increase in Domestic 4380 0.37 0.07 0.16 0.00 0.02 0 Wastewater Station Domestic 383250 59.21 21.27 33.73 0.00 2.87 0 Stngian Domsticte Station Domestic 91250 16.35 5.90 4.93 0.00 0.48 0 Oil Contaminated 175200 9.64 1.75 3.50 0.39 0.00 0 Sewage New Increase in Sewage from 32120 1.77 0.32 0.64 0.07 0.00 0 Washing Cars Yingtan New Increase in Locomotive Sewage from 25550 1.41 0.26 0.51 0.06 0 0 Depot Washing Cars Domestic 43800 1.65 0.33 1.28 0.00 0.01 0 Wastewater New Increase in Domestic 3650 0.14 0.03 0.11 0.00 0.00 0 Wastewater Nanchang Oil Contaminated 204400 11.24 2.04 4.09 0.45 0.00 0 Locomotive Sewage______Depot New Increase in Oil Contaminated 20440 1.12 0.20 0.41 0.04 0.00 0 Sewage I_I Ai)IW - fl& R 152Tt 289 OD TIIE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Domestic 54750 2.07 0.41 1.61 0.00 0.01 0 Wastewater Oil Contaminated 160600 8.83 1.61 3.21 0.35 0.00 0 Sewage ______Xiangtang New Increase in Locomotive Oil Contaminated 6205 0.34 0.06 0.12 0.01 0.00 0 Depot Sewage I Domestic 43800 1.65 0.33 1.28 0.00 0.01 0 Wastewater Oil Contaminated 36500 2.01 0.37 0.73 0.08 0.00 0 Sewage 30 0 07 7___ Xiangtang New Increase in West Oil Contaminated 1460 0.08 0.01 0.03 0.00 0.00 0 Locomotive Sewagen i Tumnaround NeInraei Depot Sewage from 18250 1.00 0.18 0.37 0.04 0.00 0 Washing Cars Domestic 36500 1.38 0.27 1.07 0.00 0.01 0 WastewaterII Qingyunpu Domestic 284700 43.99 15.8 25.05 0 2.14 0 Station Wastewater Domestic 1825000 327.06 118.10 98.60 0.00 9.67 0 Nanchang Wastewater Statn New Increase in Station Domestic 53290 9.55 3.45 2.88 0.00 0.28 0 Wastewater Subtotal 5684145 794.46 274.28 347.23 2.49 28.78 0.39 TIIE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE 290 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.4-25 (Continued) NateSe of e Sewage COD BOD SS Petroleum Plant and LAS Name Quanti CODtODy Type Animal Oil Sewage m3ia (ta) (tin) (t/n) (t/a) (t/a) (t/n) Domestic 180675 27.91 10.03 15.90 0.00 1.36 Xintn Wastewater tagting New Increase in Station domestic 35405 5.47 1.96 3.12 0.00 0.19 wastewater Domestic 843150 130.27 46.79 74.20 0.00 6.32 Xiangtang -Wastewater Xint New Increase in West gn domestic 18615 1.86 0.37 1.30 0.00 0.07 wastewater domestic 105850 16.35 5.87 9.31 0.00 0.79 wastewater >iX New Increase in domestic 365 0.06 0.02 0.03 0.00 0.00 wastewater Oil Contaminated 14600 0.80 0.22 0.29 0.01 0.00 Sewage New Increase in Xinyu Oil Contaminated 1825 0.10 0.03 0.04 0.00 0.00 Locomotive Sewage I DTeprot Domestic 32850 1.24 0.24 0.96 0.00 0.01 New Increase in domestic 24090 2.05 0.36 0.89 0.00 0.10 wastewater Domestic 129575 20.02 7.19 11.40 0.00 0.97 Stgceng New Increase in Station domestic 3650 0.37 0.07 0.06 0.00 0.01 wastewater Domestic 209875 32.43 11.65 18.47 0.00 1.57 Zhangshu Wastewater StationZhangsh Newdomestic Increase in 1095 0.11 0.02 0.08 0.00 0.00 wastewater Wastewater 189800 29.32 10.53 16.70 0.00 1.42 Xinyu Station New Increase in domestic 24090 3.72 1.34 2.12 0 0.18 wastewater Domestic 209875 32.43 11.65 18.47 0.00 1.57 Wastewater Fenyi Station New Increase in domestic 1095 0.11 0.02 0.08 0.00 0.00 wastewater Yichun Station Domestic 133225 20.58 7.39 11.72 0.00 1.00 ! M- iA- J it IR 291 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project New Increase in domestic 2920 0.29 0.06 0.20 0.00 0.01 wastewater Pingxiang Domestic 315360 48.72 17.50 27.75 0.00 2.37 Station Wastewater Oil Contaminated 9490 0.52 0.14 0.19 0.01 0.00 Sewage New Increase in Pingxiang Oil Contaminated 8760 0.48 0.13 0.18 0.01 0.00 Locomotive Sewage I _ Depot Domestic 32850 1.24 0.24 0.96 0.00 0.01 New Increase in domestic 2920 0.29 0.06 0.20 0.00 0.01 wastewater _ Total for the Entire Province 8214690 1172.34408.70 562.37 2.51 46.81 0.39 Within Hunan Province Domestic 281050 43.42 15.60 24.73 0.00 2.11 Wastewater Liling Station New Increase in domestic 2920 0.25 0.04 0.11 0.00 0.01 wastewater Zhuzhou Oil Contaminated 164250 7.35 4.33 6.79 0.30 0.00 Locomotive Sewage Depot Domestic 73000 2.76 0.54 2.14 0.00 0.02 Wastewater I 3~~~i M = ViV t RA 29 2 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.4-25 (Continued) Sewage OD BOD SS Petroleum Plant and LAS Name Nature of the Quantity Type Animal Oil Sewage (m3 /a) (t/a) (t/a) (t/a) (t/a) Oil Contaminated 36500 2.01 0.37 0.73 0.08 0.00 Sewage New Increase in North Zhuzhou Oil Contaminated 2190 0.12 0.02 0.04 0.00 0.00 Freight Sewage Locomotive TuDaround Domestic 21900 0.83 0.16 0.64 0.00 0.00 New Increase in Domestic 1460 0.06 0.01 0.04 0.00 0.00 Wastewater Zhuzhou Domestic 730000 130.82 47.24 39.44 0.00 3.87 Station Wastewater North Zhuzhou Domestic 730000 130.82 47.24 39.44 0.00 3.87 Station Wastewater Total forthe Entire Province 2155325 325.17 116.77 117.10 0.51 10.01 0 Total for the Full Line 12268636 1689.78 589.61 762.0 3.27 63.36 0.42 (5) Statistics of Change in Discharging Volume of Sewage and Pollution Factor before and after the Project Table 4.4-26 Statistics of Change in Discharging Volume of Sewage and Pollution Factor before and after Electrification Project Sewage Pollution Factor Volume of Discharge (t/a) Item Quantity eoeu Plnad LA Item~ ~ ~~m /a CODcr BODs SS 3etoleun; Plant land LAS (mCODcr Ia) BOD5 ~ Type knimal Oi Before Project 1827738 191.02 72.96 83.08 0.99 6.94 0.03 Zhejiang After Project 1898621 192.26 64.14 82.54 0.25 6.53 0.03 Province Variance 70883 1.24 -8.82 -0.54 -0.74 -0.41 0 Jiangxi Before Project 8250095 1234.07 476.98 640.44 14.37 45.78 0.11 Province I After Project 8214690 1172.34 408.7 562.37 2.51 46.81 0.39 THE Cid RA S V &DES it I TU)PSI ® THE SECOND RAILWAYS SURVEY &DESIGN INSTITUTE - 3 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Variance -35405 -61.73 -68.28 -78.07 -11.86 1.03 0.28 Before Project 2113350 321.36 117.85 117.78 0.55 9.87 0 Hunan After Project 2155325 325.17 116.77 117.1 0.51 10.01 0 Variance 41975 3.81 -1.08 -0.68 -0.04 0.14 0 Before Project 12191183 1746.45 667.79 841.3 15.91 62.59 0.14 Fultal ine After Project 12268636 1689.77 589.61 762.01 3.27 63.35 0.42 Variance 77453 -56.68 -78.18 -79.29 -12.64 0.76 0.28 4) Environmental Protection Measures (1) Construction period Construction materials, including chemicals such as oils and paintings, shall not be stocked near riverside, pound, lake and drinking water well. Construction materials shall be covered with enough canvas and looked after by special person, and shall be protected from entering into water body accompanied with rainwater. Side slope shall be built prior to start road bed construction. Channel construction drainage shall be discharged after treated in settlement pond thus to prevent construction slurry from being directly flowed to river, irrigation canal or farmland. Should existing irrigation canal be occupied temporarily during construction, temporary canal or water piping shall be prepared for farmland irrigation. Before treatment of road bed, pipe culvert shall be buried, flow cross section of which shall be sufficient and at least not less than original one. Pipe bottom elevation shall be a little bit lower than original canal bottom elevation. Irrigation system and drainage system shall be recovered or rebuilt. During construction near water body, temporary retaining wall shall be built along river side to prevent river, water canal or irrigation & drainage system from being blocked by soil and stone. Since the rivers that railway crosses over are belong to ephemeral streams, it is suitable to perform bridges construction at low water period or level period. Advanced technologies shall be selected with first priority for bridge construction, and cofferdam method shall be used for construction of underwater portion of bridge pier in order to prevent water body from being polluted by bridge construction. Sludge and muck dug out during construction shall not be 6s)it ;4 = -NJ V i it rA 294 TIIE SECONDRAILWAYS SURVEY& DESIGN INSTIIUTi EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project poured into river and lake, and shall be made fully use as embankment packing, while those that can not be used shall be collected in special slag rejection yard. Machineries and vessels used for bridge construction shall be checked strictly to prevent oil leakage. Sewage, rubbish and waste cabin oil shall not be poured into water body and shall be collected and treated together with other pollutants from bridge construction field. Septic tank must be provided at each construction campsite and construction field. Domestic wastewater shall be drained into nearest city sewer or farmland irrigation canal; sewage from dinning hall shall be drained into septic tank after treated through oil-isolating tank and shall not be directly drained into river and lake; domestic wastes and construction material wastes shall be collected separately, part of them can be reclaimed, while others shall be piled up together and taken away and buried on time. To carry out overall process management. First, to employ effective measures to reduce the phenomenon of "running, emitting, dripping and leaking"; secondly, to dredge the pipe regularly; finally, the management personnel in each sewage treatment plant along the line shall carry out strict management on the sewage treatment equipment to ensure the normal operation and sewage drainage can reach the standard. (2) Operation period It is suggested to revamp the gas-floating equipment in sewage treatment yard of Zhuzhou North freight locomotive turnaround depot. It is suggested to treat sewage from Design Unit Jinhua West locomotive turnaround depot and ensure sewage drainage reaches the standard. It is suggested to drain the sewage from newly-built Zhuji Station, East Zhuji Station, Yiwu Station, Quzhou Station and existing East Jinhua Station, West Jinhua Station, Zhuzhou Station and North Zhuzhou Station into the city sewer system and combine it with urban planning and construction, and carry out further treatment when the conditions of the sewage treatment plant in the city are available. It is suggested to change the newly-added sewage treatment technologies from anaerobe filtering tanks into SBR treatment technologies in the newly-built traction substation and overhead contact system (OCS) of the Pingxiang Locomotive Turnaround Depot. It is suggested to change the newly-added sewage treatment technologies from SBR treatment technologies into anaerobe filtering tanks in the newly-built traction substation and overhead contact system (OCS) of Liling Station. THESCN Ri SU: & iS tiUT 2i95 ®QDTHE SECOND RAIL.AYS SURVEY &LDESI.N INSTITUTE29 EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Project Railway bureau shall strengthen management and ensure the treatment facilities used for production waste drainage and domestic wastewater that drained into area surface waters are running normally. All provincial and municipal environmental protection departments along the railway shall perform real time monitoring to main Railway pollution sources or take random sample and strictly control Railway sewage drainage within the standards. 4.5 Air quality 1) Construction period Airborne dust will be a primary air contaminant during the construction phase. The sources of the dust will primarily be unpaved access roads, materials storage areas and transportation road. The factors affected dust airborne will include climate conditions, mainly wind speed and directions and moisture in the ambient air, and type of construction activities. The impact area can be 150 to 200 m from the source of dust based on construction site and road side tests. 2) Operation period (1) Air pollution assessment for regions along the railway After the implementation of electrification, the diesel traction locomotive will be changed into electric locomotives, the shunting locomotives within the station sections will not be changed, so the mobile air source in each section along the line after completion of the project will only be from the discharged fuel smoke from shunting locomotive equipped in each station and depot. Please refer to the Table 4.5-1 for the pollutant discharge volume. The absolute amount of the discharge volume is relatively small and has little impact on the air environment. No new boilers will be added in the various sections and the current situation of fixed pollutant discharge volume for pollutant source will have no change, please refer to the Table 4.5-2. There will be no new impacts on sectional air environment. Table 4.5-1 Comparison and Analysis Table of Discharging Volume of Sectional Mobile Source Pollutants Along the Line Unit: t/a Item Oil Smoke SO2 NO, CO Consumption =>M -V t fu R- PA, 296 THE SECONDRAILWAYS SURVEYA DESIMNINSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Before Project 251788.5 3830.5 805.4 4783.0 1788.6 After Project 5517.5 87.0 17.5 104.0 40.0 Variance -246271 -3743.5 -787.9 -4679.0 -1748.6 Rate of -97.81% -97.73% -97.83% -97.83% -97.76% Change The table above indicates that the sectional oil consumption and discharging volume of pollutants all have decreased over 97%, the air environment along the line will be distinctly improved. Table 4.5-2 Comparison and Analysis Table of Discharging Volume of Stationary Source Pollutants in Each Section Along the Line Unit: t/a Item Coal Smoke SO NO,, CO Consumption 2 Project 3270.0 9.9 68.7 44.4 118.2 After Project 3270.0 9.9 68.7 44.4 118.2 Variance 0 0 0 0 0 Rate of 0 0 0 0 0 Change I I I I o (2) Analysis of air pollution impact at the Nanchang Junction After the implementation of electrification project, the existing diesel traction locomotives in junctions will be changed into electric locomotives, diesel shunting locomotives (diesel locomotives) will not be changed, so the mobile air sources along the line after completion of the project will only be from the discharged fuel smoke from shunting locomotive equipped in each station and depot, no new boilers will be added to the junctions. Please refer to the Table 4.5-3 for the discharge of volume pollutants. Table 4.5-3 Comparison and Analysis Table of Discharging OD TTHESECOND RAILWAYS SURVEY& DESIGN INSTITUTE 297 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Volume of Mobile Source Pollutants Unit: t/a Item Oil Consumption Smoke SO2 NO, CO Project 19974.5 304.3 63.9 379.7 145.4 After 3310.5 51.0 10.5 63.0 24.0 Proj ect 31. Variance -16664.0 -253.3 -53.4 -316.7 -121.4 Rate of Change 1-83.4% -83.2% -83.6% -83.4% -83.5% Stationary source analysis: Since boiler remains same after Electrification Project is carried out, discharge amount of pollutants from stationary pollution source remains same. (3) Analysis of air pollution impact at the Yingtan Junction After the implementation of electrification project, the existing diesel traction locomotives in junctions will be changed into electric locomotives, diesel shunting locomotives (diesel locomotives) will not be changed, so the mobile air sources along the line after completion of the project will only be from the discharged fuel smoke from shunting locomotive equipped in each station and depot. Please refer to the Table 4.5-4 for the pollutant discharge volume. Table 4.5-4 Comparison and Analysis Table of Discharging Volume of Mobile Source Pollutants Unit:t/a Item Fuel Smoke S02 NOX CO Consumption S Before 6259.3 95.5 20.0 119.0 44.7 Proj ect Y.ngtan PAfter 1986.3 30.6 6.3 37.8 14.4 Yingtan Project Junction Variance -4273 -64.9 -13.7 -81.2 -30.3 Rate of -68.27% -67.96% -68.50% -68.24% -67.78% _ _ I__C h an ge I ______I__ _ _ _I_ _ I ______I_ _ _ Stationary source analysis: Since boiler remains same after Electrification Project is carried out, discharge amount of pollutants from stationary pollution source remains same. t6 i WYg--= aV aSI1- R 298 THE SFCOND RAIL.WAYS SURVI:Y h lDESIGNINST ITU' EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project (4) Analysis of air pollution impact in Zhuzhou Junction After the implementation of Electrification Project, the existing diesel traction locomotives in the junctions will be changed into electric locomotives, diesel shunting locomotives will not be changed, so the mobile air sources along the line after completion of the project will only be from the discharged fuel smoke from shunting locomotive equipped in each station and depot, no new boilers will be added to the junctions. The current situation of fixed pollutant discharge volume from pollutant sources will not be changed, please refer to the Table 4.5-5 for the pollutant discharge volume. TIIE SECOND RAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.5-5 Comparison Table of Air Pollutant Discharging Volume in Junctions Unit:t/a Item Fuel Consumption Smoke SO2 NOx CO o Before ~Project 10703(oil) 162.7 34.2 203.4 76.0 CD After 0 0 0 0 0 Proj ect O_O_O_O_O o Variance -10703(oil) -162.7 -34.2 -203.4 -76.0 Rate of -100% -100% -100% -100% -100% Change m Before Project 4618(coal) 30.6 86.2 56.1 57.4 ProjectAf 4618(coal) 30.6 86.2 56.1 57.4 o Variance 0 0 0 0 0 Rate of0000 CDChange 0000 Before R Prforet 10703(oil)4618(coal) 166.3 120.4 259.5 133.4 Prjecrt 4618(coal) 30.6 86.2 56.1 57.4 Variance -10703(oil) -135.6 -34.2 -203.4 -76.0 Rate of 100% -81.6% -28.4% -78.4% -57.0% Change -- 10 3) Conclusion fxA, SiA - Kh V V: ;1- "IPX 300 ® THE SECOND RAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.5-6 Statistical Table for Total Discharge Amount of Air Pollutants From The Entire Line Before and After Project Implementation Unit:t/a Item Energy Smoke SO 2 NOx CO consumption Mobile 312967.00(oil) 4762.84 1001.34 5947.31 2227.44 source 2956.25(oil) Before Stationary 172.32 283.24 234.94 269.60 project Source 18682(coal) 315923.25(oil) Subtotal 4935.16 1284.58 6182.25 2497.04 18682(coal) Source 18511.08(oil) 474.00 98.71 587.35 224.54 2956.25(oil) After Stationary 172.32 283.24 234.94 269.60 project Source 18682(coal) 21467.33 (oil) Subtotal 646.32 381.95 822.29 494.14 18406(coal) Mobile -294455.92(oil) -4288.84 -902.63 -5359.96 -2002.90 Source Variance Stationary 0 0 0 0 0 Source Subtotal -294455.92(oil) -4288.84 -902.63 -5359.96 -2002.90 69 m -= A % a+si it Ic 301 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Item Energy Smoke SO 2 NOx CO consumption Mobile -94.09(oil) -90.05 -90.14 -90.12 -89.92 Source Rate of Stationary 0 0 0 0 0 change Source -93.2% (oil) Total -86.9% -70.27% -86.7% 80.21-% 0 (coal) After the electrification project, due to a change in the type of energy consumption, the total discharge of pollutants will be considerably reduced, among which flue dust is up to 86.9%, SO2 is up to 70.27, Nox is up to 86.7% and CO is up to 80.21%, which will have an extremely beneficial impact on improving the ambient air quality along the ZheGanLine Railway. 4) Mitigation Measures For those construction spots and material stockpiles that produce a large amount of dust emissions, water spraying at fixed time and spot is suggested. In order to control the pollution caused by dust emission in vehicle transportation, adopt coverage of sailcloth or sealing off the vehicles. 4.6 Electromagnetic environment 1) Analysis of the impact on wireless TV reception (1) Features of the electromagnetic pollution resulting from locomotive operation a) Comparison of technical conditions of the overhead contact system (OCS) The intensity of electromagnetic radiation resulting from locomotive operations is closely related to the quality of the overhead contact system (OCS). In order to employ analog methods to forecast the intensity and features of electromagnetic radiation resulting from operation of locomotives after the Electrification Reconstruction Project of ZheGanLine Railway, it is necessary to compare and analyze the technical 6> THE Sn R mU- EigINTTT 302 W TliE SECONDRAILWAYS SURVEY& DESIGN INSITITUTE3-- EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project conditions of the overhead contact system (OCS) on this evaluated line and other measured lines. According to design data of the ZheGanLine Railway Electrification Project, the tensile force of the contact line on this line is 15000N, it has a simple catenary line of silver-copper and the target speed 200Km/h. The tensile force of the contact line in the experimental section of Zheng-Wu Line is 15000N, it has a simple catenary line of silver-copper and the max. experimental speed reaches 217Km/h. Therefore, the measured value of electromagnetic radiation in the experimental sections of the Zheng-Wu Line (refer to the regression line of analog source intensities in Diagram 4.6-1) can be used as the after project analog source intensity of the ZheGanLine Line. b) Features of electromagnetic radiation change with speed After the electrification project for the ZheGanLine Railway Line is finished, the running speed of each line near with the sensitive receptors will be different so the electromagnetic radiation values generated by operation of locomotives are also different. According to the designed speeds of each section, the train running speed of the line near the sensitive receptors are 200Km/h, 140Km/h and 120Km/h. Therefore, the forecasted values of the electromagnetic radiation source intensities under the three different speeds are required. The tested curve of 150MH electromagnetic radiation changing with speed on the Zheng-Wu Line is displayed in the Diagram 4.6-1, the tested data of electromagnetic radiation during normal speeds on the line (average 60Km/h) are also on the diagram for comparison. 60 ------_ _ _ 5 5~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 55 ______ -5 0 -- - t---- ______elECld >45 _ -=|t_____ JnerJ,-d~-e 4035 - 4\perio ln7ienl.i 30 fl'u Line 25------_- 20 --- _ _- '- 1- ;-- -. I 10LzI1 0 20 40 60 80 100 120 140 160 180 200 220 240 Speed (kmn/h) Fig. 4.6-1 Curve of Electromagnetic Radiation Related to Changes in Speed t( W m%- it 30 3 ® THE SECONDRAILWAYS SURVEY &DESIGN [NSTIUTE30 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project c) Frequency characteristic and distance characteristic of electromagnetic radiation (© Frequency characteristic According to the conclusion made from previous researches, basically the slope of frequency attribute curve of 30-1000MHz interference field strength lOim away from the railway will not change with speed, therefore, by shifting down the 30- 1000MHz electromagnetic radiation frequency attribute curve of normal speed railway (60km/h) 0, 3, 4.6dB, we can obtain predicted electromagnetic radiation frequency attribute curve of ZheGanLine Railway when locomotive is traveling at 200,140,120km/h after the Project is completed. Figure 4.6-2 displays the measured frequency attribute curve of general speed route (60Km/h) 10m away from line, and the predictive curve of electromagnetic radiation frequency attribute in conditions of 200Km/h, 140Km/h and 120Km/h after ZheGanLine Line was electrified. 70 i lPredictive curve of frequency attribute at general speed. Predicin%e curve 01 60 . l -riequeno atiribute at 200km h and li - knm h ofZhelian,g-Jianm!m\ Rail%aN 50. . .___ i40-- -= ~30 Predicuile curve of trequenc; 20 ariribute at 1'20 km h 10 ------Predic;' e cur%e o t 'requenc; -- V 0 10 atiribute at I JO knm h 10 100 1000 Frequency (MHz) Fig. 4.6-2 Predictive Curve of Frequency Attributes 10m Away from Line 0 Distance characteristic Distance characteristics have cross propagation properties. It refers to the attenuation characteristic along the vertical orientation for each frequency component of radio noise on electrified railway. Once the distance along the vertical orientation of railway doubles, the attenuation decibel of radio noise on the electrified railway will be: 0in@-- NJil i- it R 304 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project b = 4.28 + f Where: b: attenuation per octave, dB; f: frequency, MHz. Once frequency and cross attenuation characteristics are known, the following formula shall be used to calculate the radio noise rating when an electric locomotive is at any place of the electrified railway or at any frequency is passing. EX =E 0 Ig 2 Where Ex: the wanted field intensity, dB i v/m; EO: Radio noise field intensity that is 1Om away from electrified railway (dB 1' v/m). It is found in the figure of frequency characteristic curve; Dx: vertical distance from the wanted point to the electrified railway. () Frequencies and distance interference field intensity According to cross attenuation and formula predicted curve for frequency characteristic of radio interference 1Oim away from railway line after the ZheGanLine Railway Line Electrification, the predicted value for frequency and distance interference field intensity shall be calculated for trains that are at a speed of 8OKm/h, 12OKm/h or 140Km/h. See Table 4.6-1. THESECOD R S SR &DESIN ISTIUTE 305 ®THlE SECONDRAILWAYS SURVEYA DESIGNINSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.6-1 Forecasted Value of Interference-field Intensity of Trains at Variable Speeds on the ZheGanLine Line (dB it v/m) \Frequencyl 200 500 600 700 IDistance\\(MHz) 50 10 41.8/38.8/37.2 35.3/32.3/30.7 31.1/28.1/26.5 30.2/27.2/25.6 29.5/26.5/24.9 20 37.5/34.5/32.9 31.0/28.0/26.4 26.8/23.8/22.2 25.9/22.9/21.3 25.2/22.2/20.6 40 33.2/30.2/28.6 26.7/23.7/22.1 22.5/19.5/17.9 21.6/18.6/17.0 20.9/17.9/16.3 80 28.9/25.9/24.3 22.4/19.4//17.8 18.2/15.2/13.6 17.3/14.3/12.7 16.3/13.6/12.0 Note: The three data separated with "/" in the table are Predicted Values respectively at 200Km/h,l40Km/h and 120Km/h. (2) Prediction of influence on television reception Table 4.6-2 shows the variation of the reception in signal-to-noise ratio (SNR) in the key sensitive residential areas closest to the railway line after the project is completed. 19 M =-_ , iS it [Px 306 THE6> SECOND RAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.6-2 Change of TV Reception Signal-to-noise Ratio (SNR) in Sensitive Spots After the Project is Completed B Interference Field Signal-to-noise Carrier Signal Field ackground Current Intensity of the Ratio After Point nel Frequency Intensity (dB Intensity (dB oise Rati Electrilication Project (SNR) (MHz) 1' ~'~'I~~) 1' vIm) (SNR)(dB) (dB LI W/r) (dB) 2 57.75 46 18 28 36.8 9.1 4 77.25 60 * 10 50 35.5 24.5 6 168.25 56 14 42 v 31.9 24.0 Zhujiata Village 11 208.25 50 11 39 30.9 19.0 of Linpu 22 543.25 64 18 46 1 26.4 36.31 28 631.25 48 17 31 25.7 21.1 43 751.25 66 19 47 24.9 39.01 2 57.75 49 9 401v 36.8 12.2 6 168.25 47 11 35 31.9 15.1 Xiali Village 10 200.25 47 12 36 31.0 15.8 Pujiang 14 479.25 44 16 28 27.0 16.3 38 711.25 42 16 26 25.2 15.7 Xiuhu 2 57.75 47 14 33 36.8 10.1 Living Quarter of Yiwu 4 77.75 60 * 22 38 35.4 24.1 7 176.25 93 * 28 65 31.6 58.3 1 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Background Current Interference Field Signal-to-noise Carrier Signal Field Field Signt Intensity of the Ratio After g Point nel Frequency Intensity (dB Intensity (dB oise Ratio Electrification Project (NR) (MHz) ii vim) II Vim) (SNR)(dB) RaBilwav/rn)c (SNR) 13 471.25 66 32 34 27.1 29.7 21 535.25 93 * 44 49 26.5 45.21 36 695.25 93 * 44 49 1 25.3 45.2 I 2 57.25 60 * 10 50 36.9 23.1 Shitagan g Living 8 184.25 59 * 15 40 31.4 27.3 Quarter of Longyo 10 200.25 47 13 34 31.0 15.8 U 38 711.25 78 * 14 54 25.2 52.11 4 77.25 69 * 13 56 1 32.9 35.9 1 Shanchu 12 216.25 87 * 35 52 1 28.2 47.91 antan Living Quarter 8 184.25 47 15 32 28.9 17.7 of Jiangsha n City 22 543.25 39 16 27 23.9 13.7 31 655.25 50 16 34 23.0 25.3 7 176.25 83 * 24 59 31.3 55.2 1 Minzhu Village of 15 487.25 88 * 31 57 26.6 53.21 Shangra 31 655.25 57 23 34 25.2 30.2 THF SECOD RLS SV DI THF SFCONDRAII,WAYS SURVEY& DESIGN INSTITUTE T' 308 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Background Curre Interference Field Signal-to-noise Carrier Signal Field Background Current Intensity of the Ratio After lMeasurin Chan FeunyItsiy(B Field Signal-to-n Electrification Electrification g Point nel Frequency Intensity (dB Intensity (dB oise Ratio Elcricatiwa PicrofecationR (MHz) I v/m) 1' v/m) (SNR)(dB) (dB v/m) Po (dB) Wusan Living Quarter 7 176.25 64 * 14 51 J 27.0 36.5 1 Of Shangra ooCity Wangjia 3 65.75 50 6 46 v 33.7 16.3 shan Village Yiyang 12 216.25 68 * 19 49 29.2 38.71 2 57.75 59 * 10 49 1 33.8 25.1 Tonglin Village 9 192.25 52 16 36 V 28.2 23.2 of Shuixi 12 216.25 60* 17 43 1 27.7 31.5 2 57.75 53 9 44 29.7 23.2 LiNorth 3 65.75 48 7 41 1 29.1 18.8 Lingyun Rd. of TLouwn 4 77.25 52 7 45 1 28.3 23.6 l5 85.25 53 9 44 1 27.9 25.0 Residen 3 65.75 30 6 24 29.1 0.9 ce zone igof 4 77.25 26 6-16 20-10 28.3 <0 IQninCgshla.. n Coal -_ _ _ _ _ Mine 5 85.75 27 6-17 20-10 27.9 <0 Note: "V "shows that signal-to-noise ratio (SNR) is more than 35dB." * "shows that signal field intensity meets to the available nominal field intensity specified by Ministry of Broadcast and Film. TIIE6t) SECONDi M RAILWAYS - SURVEYNJ &ZDESIGN INSTITUTE 309 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project In the table, Shangrao Minzhu Village is located near to a traction substation. Since no new spectrum components occur in television frequency bands at the traction substation after electrification, electrification interference value at the measuring point is the same as background radio noise. Therefore, signal-to-noise ratio (SNR) is the same both before and after project. There is a busy route between the residential area of the Qingshan Coal Mine and railway line. Since the electromagnetic radiation generated by motor vehicles is rather high, the variation ranges for background radio noise and the status signal-to-noise ratio (SNR) are given. Table 4.6-3 shows the forecast results for 11 television-reception sensitive residential areas. THE OND 1_AY _FY . DESIGNINST E 310 ®THF SECONDRAILWAYS SUSRVEY& DESIGN INSTITOTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.6-3 Change in Forecasts for TV Reception in Sensitive Residential Areas Before and After Completion of the Project Moni Signal Field Signal Field Signal Field Signal Field torin Intensity and Intensity shall Intensity shall not Intensity and signal-to-noise reach requirement reach requirement signal-to-noise g ratio (SNR) shall signal-to-noise ratio signal-to-noise ratio ratio (SNR) shall Measuring Point chan reach (SNR) shall not (SNR) reach not reach nel requirement reach re uirement requirment requirement num Before After Before After Before After Before After her Project Project Project Project Project Project Project Project Zhujiata Village 7 1 0 0 1 4 2 2 4 of Linpu Xiali Village of 5 O 0 0 0 3 0 2 5 Puj iang Xiuhu Living 6 4 3 O 1 0 0 2 2 Quarter of Yiwu Shitagang Living Quarter 4 3 1 0 2 0 0 1 1 of Longyou Shanchuantan Living Quarter 5 2 2 0 0 0 0 3 3 of Jiangshan city Minzhu Village ofShangrao 3 2 2 0 0 0 0 1 1 city Wusan Living Quarter of 1 1 1 0 0 0 0 0 0 Shangrao City Wangj iashan Village of 2 1 1 0 0 1 0 0 I Yiyang Tonglin Village 3 2 0 0 2 1 0 0 1 of Shuixi m6) i-ti 311 ® THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Project North Lingyun Rd. ofLuxi 4 0 0 0 0 4 0 0 4 Town Residence zone of Qingshan 3 0 0 0 0 0 0 3 3 Coal Mine Total 43 16 10 0 6 13 2 14 25 It can be seen from the above table: Before the project, there are 16 channels that meet coverage requirement for television field intensity and requirement of more than 35dB for signal-to-noise ratio (SNR). After the project, there are only 7 channels that meet these two requirements at the same time. Before the project, there is no such channel for which the television field intensity meets requirement but signal-to-noise ratio (SNR) is less than 35dB. After Project, there are 7 such channels. Before the project, 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. After Project, there are 2 such channels. Before the project, there are 14 channels for which neither television field intensity nor signal-to-noise ratio (SNR) meets requirement. After Project, there are 25 channels that shall not meet these two requirements. The above forecast is for reception in the key sensitive residential areas closest to railway line. According to conclusions in Study on the Impacts of Railway Electrification on Television Reception (Scientific Research Results Review Certification Number: Ministry of Railways No. 86015), TV sets shall normally receive signals once they are 40m away from electrified railway and TV signal field intensity meets the standard. Therefore, after ZheGanLine Railway Line Electrification Project, the television reception sensitive areas that are more than 40m away from the railway line will not be influenced. After ZheGanLine Railway Electrification Speedup Renovation Project is completed, except 11 monitored television reception sensitive areas, reception of television signal with aerial at other residence points which are close to the electric railway (distance from the electric railway is within 40m) will be under influence of electromagnetic TESECO'N RLWY-S W iS TitS U 312 ®THE SECOND RAILWAYS SURVEY A DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project radiation that generated due to passing of the electric railway train. Should field strength of television signal be lower, image quality will be lower than normal televiewing quality. 4) Conclusion of evaluation (1) Impact on TV reception After the Electrification Reconstruction Project of ZheGanLine Railway, the electromagnetic radiation produced during the operation of the electric locomotives will create a definite impact on the television reception of the residents along the line. The sensitive residential areas that are in places closest to the line where the frequency channels reach the requirements for TV signal field intensity and signal-to-noise ratio (SNR) at the same time will be reduced from 16 prior to the project to 10 after the project; the rest of the signal-to-noise ratios (SNR) of the frequency channels will also be reduced to different degrees. 5) Mitigation measures for electromagnetic environment impact (1) Proposal to solve TV reception problem Regarding the television reception sensitive area where field strength of television signal is within the requirement of the Ministry of Broadcast and Television and signal-to-noise ratio is greater than 35dB before the Project and lower than 35dB after the Project, it is necessary to set aside a sum of money for entering network for users in those area who receive television signal by using antenna. Those users who are actually affected will be compensated. Table 4.6-4 lists variation of signal-to-noise ratio before and after the Project, family quantity to be compensated and cost. The cost for entering network is 300 RMB Yuan for each family. Vk 0- M = a V i' i- 'r3 OD THE SECOND RAILWAYS SURVEY &DESIGN INSTITUTE 313 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 4.6-4 Situation about the television reception sensitive area to be compensated Signal-to-n Family Compensat Measurn.Carrier Signal field Background Current oise ratio quantity to ion Measurin Channel frequenc strength field strength noisc after the be y (MHz) (dB Ii v/m) (dB 1' v/m) ratio(dB) Project(dB compensat 2 57.75 46 18 28 9.1 4 77.25 60 * 10 50 24.5 Zhujiata 6 168.25 56 14 42 24.0 Village 11 208.25 50 11 39 19.0 50 15000 of Linpu 22 543.25 64 18 46 36.3 1 28 631.25 48 17 31 21.1 43 751.25 66 19 47 39.0 1 2 57.75 47 14 33 10.1 Xiuhu 4 77.75 60 * 22 38 24.1 Living 7 176.25 93 * 28 65 1 58.3 / 80 24000 Quarter 13 471.25 66 32 34 29.7 of Yiwu 21 535.25 93 * 44 49 1 45.2 1 36 695.25 93 * 44 49 1 45.2 1 Shitagan 2 57.25 60 * 10 50 23.1 g Living 8 184.25 59 * 15 40 1 27.3 Quarter 10 200.25 47 13 34 15.8 30 9000 of Longyou 38 711.25 78 * 14 541 52.1 1 Tonglin 2 57.75 59 * 10 49 25.1 Village 9 192.25 52 16 36 23.2 30 9000 of Shuixi 12 216.25 60 * 17 431 31.5 _ Note: " /"shows that signal-to-noise ratio (SNR) is more than 35dB." * "shows that signal field intensity meets to the available nominal field intensity specified by Ministry of Broadcast and Film. As shown in the Table, obligated compensation cost is totally RMB 57,000 Yuan. 4.7 Solid waste After the project, due the newly-added fixed number of passengers and increase in the amount of passenger transportation, the domestic waste and passenger waste will increase to different extents. 1) Domestic waste Calculation formula: TTHESECOND RAILWAYS SURVEY &DESIGN INSTITUTE 314 EA Report on Reconstructed Zhejiang-jiangxi Railway Electrification Speedup Renovation Project W=KXRXL In the formula: K--Population coefficient: 2.2; R--Fixed number of passengers; L--Discharging amount of domestic waste of per person in per day, 0.9Kg/d. Table 4.7-1 Table of Newly-add Domestic Waste Amount New increase in Name Name ~~~Fixedof Personnel Number NoewlyDometic c WasteWnrastein Remarks (Person) (/A Jurisdictional Limits of Jinhua Region 45 32.52 the Shanghai Railway Bureau Other Regions 407 294.14 Nanchang 230 Junction 166.22 Jurisdictional Limits of the Nanchang Railway Yingtan Bureau Junction 81 58.54 Other regions 369 266.68 Zhuzhou Jurisdictional Limits of Junction 39.03 the Guangzhou Railway (Group) Company Other regions 84 60.71 Total for the entire ZheGanLine Line 1270 917.84 2) Passenger garbage The designated drop spots by Ministry of Railway for passenger waste are located at the Jinhua Station, Quzhou Station, Shangrao Station, Yingtan Station, Xiangtang Station, Nanchang Station, Pingxiang Station and Zhuzhou Station. The types of waste include canteens, pop cans, plastic bottles, wastepaper and fruit peelings, etc. Presently, W TH SECONDRAILWAYS-SURY &DN ISTTE 315 ® TIlE SECONDRAILWAYS SURVEY!L DESIGNINSTITUTE5 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project the management on waste in train has been enforced, the waste is packaged and collected in the station for clearance and transportation, and be handed over to the local environment sanitation department to treat, so there is very little impact on the environment; most of the trains in operation are air -conditioned trains, the windows cannot be opened, and with the improvement of environment consciousness, the amount of passenger waste is small. Please refer to the Table 4.7-2 for the newly-added discharging amount of passenger waste in each drop spot of passenger waste along the ZheGanLine Line after the electrification project. Table 4.7-2 Newly-added Discharging Amount of Passenger Waste After the Electrification Project Unit:t/ a Place Name Amou t of Passenger Garbage Remar Existing Short-term Long-term ks Jinhua Station 1900 +1048 +1631 Quzhou Station 1530 +1013 +1553 Shangrao Station 1750 +1074 +1647 Yingtan Station 2370 +941 +1417 Xiangtang Station 2190 +1254 +1767 Nanchang Station 4750 +2055 +3312 Pingxiang Station 1500 +1181 +1632 Zhuzhou Station 2040 +1539 +2664 Total 18030 +10103 +15607 3) Environmental protection measures Garbage from newly increased staffs of the stations and depots will be brought into the existing collection and operation system because of its limited quantity. Newly increased waste from passenger trains will still be brought into the passenger waste collection centers designated by the Nanchang Passenger Station, Zhuzhou Passenger Station, West Jinhua Station, Quzhou Station, Shangrao Station, Yingtan Passenger Station, Nanchang Station, Xiangtang Station, Pingxiang Station and Zhuzhou Station. After the waste collection, it will be sent to specified sites designated by the local environmental sanitation departments for treatment. 4.8 Social impact analysis 1) Construction period AlDis g' - NJ v i~ t R 316 THIY SECONDRAILWAY. SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang--Jiangxi Railway Electrification Speedup Renovation Project In the period of construction, great flow of material and staff members and input of project funds as well as the consuming power of the construction group will directly propel the economic development of the construction area. The majority of the laborers needed during the construction period will be employed in the local area except the staff from the Contractors(s), which will increase the income of the local residents and farmers. The material needed for railway construction such as cement, bricks and sand shall be bought in from the nearby area, which will enhance the development of the local construction material market. During the period of construction, the flow of material and staff will be increased by several times, which will bring updated information and advanced market concepts and will improve the commodity consciousness of local people. The consumption power and the flow of project capital will greatly enhance the development of finance, insurance, restaurants, transportation, post offices and tourism. All these factors will create a great deal of job opportunities for the local residents and contribute to the development of local economy. Fully sealed Railway will isolate the residents along the railway. The Railway passing through villages will make part of villagers to go a long way round and separate residence place from working place, thus make normal production become inconvenient. The Project will occupy a total of 43309.7 mu of land, including 7951.8 mu of land for temporary use and 151.0889X 10m2 of dismantled houses. Large amount of land occupation and dismantled houses will give certain influence to local land resource. Soil and water loss will occur during the electric railway construction phase when surface vegetation and soil are damaged or disturbed. The primary area of potentially increased soil erosion includes deep cuts, high fills, borrow yard, spoil yard, temporary construction sites, treatment of special geological conditions and other areas where surface soil will be disturbed. According to the modeling result, the soil erosion intensity will reach 595 X 104t for the whole construction period in the entire project affected area, higher than the current level of soil erosion. In addition, construction detour will occupy land temporarily and make acoustic environment and environmental air quality decrease. Occupation of existing road as construction detour will have influence on local traffic. Airborne dust and construction noise will have adverse influence on residents and students. Drinking water source, sewage drainage, domestic waste stockpiling in the construction campsite and civilization degree of construction workers may have influence on daily life of local residents. Health risks are primarily related to increased transient population during construction and operation in the regions. The increased transient population could potentially bring and spread infectious diseases in the Project area. The in-hygiene and un-healthy (t~ iA m = m V jQktt ITRE 317 THE SECOND RAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project life style of the workers could spread diseases such as hepatitis and AIDS to local residents as well as among themselves. The safety risk is primarily in the construction phase with the local residents, particularly children who have little awareness of construction site safety in a linear construction sites with virtually no access control along the construction site. The explosion operation for deep cut and materials borrowing and the resulting flying stones, as well as explosive handling, will be among the most dangerous activities on the construction sites, which pose risks to residents. During construction, Cultural Property or Historic Site may be excavated occasionally. Cultural Property or Historic Site will be influenced and damaged if prompt and adequate protection measures are not taken. 2) Operation period After the completion of Electrification Project, the situation of the population in the project area will definitely be influenced. Along the Electrification Project of ZheGanLine Railway Line, due to the great development of economy, the amount of material exchange and movement of the population has now reached a high level. The transportation facilities along the line have now been fully put into use, which limits the development of the cities and towns along the line. The construction and operation of the electrification project will greatly enhance the economic development of the areas along the line and the living conditions of the local people and bring about high social and economic benefit. According to the suggestions of ZheGanLine Railway Electrification Speedup Renovation Project, the cities and counties along the line are also supposed to make some adjustments to the structure of industry, layout of industry and city planning in order to make the construction of railway bring as many benefits as possible to the local economic development. The construction and operation of the project is of great significance to the further development of the resources along the line and to the improvement of the poor regions. At the same time, the construction of the project will reduce the air pollution caused by the running of trains. However, the construction of the project will also bring some problems such as environment pollution. Therefore, it deserves the attention of the government and relative departments to coordinate the relationship between local economic development and environment protection and to achieve sustained development. The construction of electrification project will bring great opportunities for local economic development. It will provide room for local trade, transportation and infrastructure construction. Along with the redevelopment, some environmental problems will arise accordingly, such as the enlargement of town scales, population expansion, increase the environmental burdens, increase environmental pollution and Vk ia M __, amV ir it R 318 ® TIlE SECONDRAILWAYS SURVEYh DESIGNINSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project deterioration of the environment. The major environmental impacts are created by living facilities and municipal projects. Firstly, the usage of land by municipal projects, office land, residential quarters and construction of tertiary industry changes the identity of land. In the process of infrastructure construction, water and soil loss, construction noise, dust emission and construction waste are created. Secondly, the establishment of various trade, recreational centers and residential areas will release pollutant sources, such as domestic sewage, waste gas, noises from commerce, daily life and road transportation and dust emission that will cause environmental pollution. There exists an imbalance in the population along the line in aspects of resident income and development levels and the medical and hygienic facilities are of some difference from place to place. The realization of the electrification project will provide opportunities for the economic development along the line and flourishing of commerce, which will increase the income of local residents. At the same time, the economic development will allow the areas along the line to allocate more funds for city construction, culture, education and medical facilities, which will contribute to the enhancement of the material and cultural level of the local residents. The Project will occupy a total of 43309.7 mu of land, including 7951.8 mu of land for temporary use and 151.0889x 10 4m2 of dismantled houses. Large amount of land occupation and dismantled houses will give certain influence to local land resource. Among the influenced population, rural residents are the majority and the urban residents will be influenced less. For the urban residents, the problem is the impact on the living conditions. After the demolishing of residential areas, it is a crucial point to compensate for the demolished buildings. For the rural residents, the problem is in finding a job after they lose their land. Cultivated land is limited in places in Zhejiang Province, Jiangxi Province and Hunan Province that the line crosses. What is more, the land acquisition and demolishing of buildings would intensify the serious conditions in land resources. Inappropriate compensation for land acquisition and demolishing would possibly degrade the living conditions of the affected residents. 3) Mitigation Measures (1) Construction period + Construction detour When using existing road as construction detour, coordination shall be made with the local government in advance to avoid traffic jam on existing road. Construction shall be arranged at reasonable time and the impact on residents' living shall be controlled as lower as possible. 6!3in m g: =V i t R, 319 OD THE SECOND RAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Warning board or No Entering sign shall be prepared at the place where construction trucks pass through frequently. Reasonable material transfer line and transportation road shall be selected to avoid passing through dense resident area and village. As for mitigation measures for air and noise pollution, see Section 3.3.3 and 3.3.4 of this report. * Cultural Property Protection Except contractors and technicians, construction workers will receive training on the basic knowledge of cultural property protection at construction site. Contractors shall inform the relevant Cultural Property authorities if Cultural Property is found during civil construction, and Contractors may resume work at the site only if so instructed by the authorities following their on-site investigation. * Public interference Ensure railway construction behavior will not destroy public service facilities along the railway. The destroyed facilities shall be repaired and recovered as soon as possible. Each contractor shall be equipped with temporary power supply, telecommunication, water supply and other devices. One billboard, indicating name of contractor, name of construction monitoring company, hot line telephone number and contact of local environment protection bureau, shall be provided at each entrance of construction site. The purpose is to help residents to contact with relevant authorities if they are subject to noise and air pollution, traffic problem and other adverse impact caused by construction. # Health and Safety Construction personnel shall receive education on basic knowledge of disease control, especially some infectious disease such as AIDS or hepatitis. Provide construction personnel with necessary self-protection devices, such as safety helmet, earplug and other safety protection devices Take effective protection measures for residents along the railway. Set up enclosures at construction site and other dangerous place to prevent the public from passing. m iAW _ gh V R it ITR320 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Special vigilance shall be taken to transportation and storage of explosion. Explosive work and place shall be under careful and strict management. Prior to start explosion work, resident houses within 500m of explosion place shall be inspected. Those houses that cannot withstand strong vibration caused by explosion shall be reinforced in advance. * Construction campsite Construction campsite will be provided with septic tank and septic tank shall be cleaned regularly. It is forbidden to directly drain all wastewater to natural receiving body of water. Regularly collect solid waste from construction campsite and send them to the specified solid waste treatment station for disposal. Ensure drinking water reaches the National Drinking Water Quality Standard. * Land Occupation and Resettlement The land occupied temporarily shall be recovered at first, and detail recovery steps are as follows: When cultivated land is used, 15-30cm mellow soil of which shall be peeled off and collected for storage. After construction is completed, peeled off mellow soil shall be cleaned, loosed and covered on the land for cultivation. Settlement fees shall be transferred, used, managed and monitored in accordance with strict auditing and monitoring procedure. Provincial, municipal and county levels of settlement agencies and independent monitoring and assessing agencies, shall provide with village level administrative personnel with training to instruct them to prepare reasonable development plan and correctly use settlement fees. Village level administrative department shall prepare a plan on how to use settlement fees and submit it to county level Relocation Department for review and approval. Settlement fees will be transferred until feasible fund usage plan is available or the fund usage plan is approved by county level Settlement Department. Every year provincial level Settlement Department will choose one village as an example to monitor and audit use of funds in this village. In addition, independent monitoring agency, by means of spot check, field observation and open interview with the people from the affected area, will monitor and assess use of funds in villages, consult with village level departments T N R-LW SU INTT 321 ®TUE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project and feedback such kind of information to town, county and provincial level Settlement Department. The weak families will obtain following helps: certain subsidy given by Project unit and labor help given by village organization during house dismantling and moving, deduction of voluntary labor service in that year, priority in choosing the place for rebuilding house and redistribution cultivated land position. The weak families will not take participate in farmland exchange after land occupation to avoid their normal production to be affected by the Project. * Contractormanagement Since Contractors are always at site during construction phase, Contractors shall have major responsibility for controlling and mitigating environmental impact. Contractors will carry out most designed environmental protection measures. The following steps shall be taken in order to ensure Contractors carry out environmental protection measures and Environmental Management Plan. At early stage of the Project, the Contractors' qualification shall be certified and environmental management shall be taken as one of the articles for certification. Under the same condition, give priority to the bidders who passed IS09000 and ISO 14000 certification. During each construction stage, there shall be at least one full-time environmental protection professional who is in charge of implementation of environmental supervision, environment monitoring and specific environmental protection measures during construction. Construction unit shall incorporate each environmental protection measures in Environmental Impact Report which is reviewed and approved into relevant articles of the bidding document, thus to enable the bidders to understand relevant environmental protection content and prepare related budget estimate. It is the successful bidders' obligation and responsibility to implement environmental protection measures. Before the Project construction, contractors shall be trained on environmental protection. For each bidding area at least 1 top management and I environmental protection professional will attend the train given by rich experienced environmental protection specialist and the personnel who prepare the local laws. The training will be held 2-3 days before the contract is signed, detail content of which includes: Relevant national and local laws and release standards f ;I _= ;,k i.@t PA 322 IIIE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Technical guidance related to environmental protection Environmental Impact Assessment Report and Environmental Management Plan for this Project Specific requirement and detecting method for measuring point Specific requirement for monitoring report and monitoring information feedback Adoptable mitigation measures Emergency measures to be taken under emergency accident and exposure of dangerous goods; Perform long-term investigation with the public participated and deal with the public's complaints Contractors' responsibility for environmental protection In addition, construction supervision unit will also have important responsibility for environmental management and pollution control. The environmental management requirement for the construction supervision unit shall also be incorporated into the bidding document and written into the final contract. The successful construction supervision unit should have at least 2 persons (one of them shall be top management) participated the above training held for the contractors. (2) Operation period The aim of resettlement is to enhance the living conditions of the influenced residents or at least maintain the present level. A complete set of procedures are to be provided through adoption of corresponding measures, appropriate resettlement and reasonable compensation to ensure the successful implementation of the project land acquisition and building demolishing. The resettlement of residents whose houses are demolished shall be carried out in the local area. For those farmers who lose their land, new job opportunities shall be provided to them. In order to ensure the successful implementation of the project land acquisition and building demolishing, leading groups of railway construction shall be established in the cities and counties along the line to cooperation and coordinate the course of land requisition and building demolishing. Assessment group suggests that land for temporary use such as borrow pit and spoil pit, A() 5t i2- at V it~ it I323 ® TIIE SECOND RAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project totally 3119.3mu, can be used as farmland, which can compensate land to be occupied for temporary use to a certain degree. In addition, impact on land occupation can be decreased as lower as possible through land resources adjustment made by local land department. 4.9 Landscape Impacts and Mitigation Measures 1) Landscape Impacts The Project could potentially generate visual impacts on scenery through disrupting the continuity of the natural landscape, occupying and damaging the scenic sites and creating a conflict between the railway image and natural scenery. Main items that give an impact to visual environment include high fills and deep cut which seriously alter the natural topography and terrain, bridges, spoil yard and borrow yard, the large structure of which are out of harmony with surrounding environment. Some of these impacts are of a temporary nature such as borrow yard and spoil yard which can be restored through well planned landscaping. There is no special scenic spot along the newly built sections. Paddy field, dry land, pond, hill, hillside decorated with garden and bamboo forest and villagers' houses distributed along the railway compose a typical semi-natural landscape. Highroads, village roads extending in all directions and existing railway harmonize human landscape with natural landscape. 2) Mitigation Measures (1) Design period The design of electric railway will follow the natural terrain as much as possible and will avoid deep cut and high filling. For areas where deep cut or high fills cannot be avoided, mild slopes will be adopted in the design so that they look natural. The channel entrance and exits will be shaped to match the surrounding environment. For the service, the structure color will be selected such that it will be melted into the background colors. For outstanding and eye-catching structures such as bridges, the architecture should have local characters and configurations that harmonize with the surrounding scenery and landscape. Take visual effect into consideration as much as possible, reduce visual sensitivity and mitigate and reduce visual conflict to the maximum degree. (2) Construction period Construction campsite will make use of existing houses as much as possible. Domestic waste produced by construction personnel shall be collected together for disposal or embedding. It is forbidden to throw domestic waste everywhere to pollute landscape environment along the railway. Spoil yard and temporary material stack yard can not be (i) iAWg M -_ a i;it R 3324 THE SECUNDRAII.WAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project set up besides riverside and lake side, and the place of which shall be hidden and easy to be recovered. Try to avoid select the place with good natural vegetation and good natural environment as spoil yard and temporary material stack yard. Use existing road as construction detour as much as possible. New construction detour shall be so built that destroy to natural environment is controlled as less as possible, and the place of which shall be hidden and easy to be recovered or can be used as farming passage in the future. t: I iA- Xb F it x 3 25 ® THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE 5 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 5. Alternative Proposal 5.1 Comparison of railway proposals (alternative proposal) 1) Transport and economic comparisons The main alternative proposal for the Zhejiang to Jiangxi electrification railway will adopt the high-powered diesel locomotive proposal. Although adopting the proposal for the high-powered diesel locomotives can raise the transport capacity and satisfy the near and long range demands for passenger and freight transport, the following insufficiencies still exist in this proposal: 1) Does not conform to the policies in adjusting the structure of energy sources and direction of energy development in China. Although China holds a fairly large amount of petroleum, the demand for it is also rapidly increasing. China will become the largest importing country of petroleum along with the large increases in the consumption of petroleum. China has the most abundant hydroelectric resources in the world and is currently implementing the West to East Power Delivery Project and will take the uninterrupted pure energy from the Three Gorge and Ertan Power Stations and deliver it to the areas of East China. Adoption of the high-powered diesel locomotives on the Zhejiang to Jiangxi Line will consume 249,536 tons of fuel each year during the short range period and 283,181.2 tons of fuel each year during the long range period and will not be able to take advantage of the beneficial conditions that the West to East Power Delivery Project will bring to the region. Adoption of this alternative proposal does not conform to the adjustments in the structure of energy sources in the region. 2) It is not advantageous to the reasonable layout of the related electrification facilities. The Zhejiang to Jiangxi Line is a part of the Shanghai to Kunming and Shanghai to Chengdu passageway. This passageway, with Zhuzhou as the western part, has already carried into effect electrification and the Shanghai to Hangzhou Line is currently carrying out electrification renovations. Use of diesel traction on the Zhejiang to Jiangxi Line is not beneficial to the realization of the electrification networking of the eastern railways. 3) Not advantageous in the lowering the operational costs or increasing the social benefits and benefits for the railway itself. Through measurement and calculation, the use of high-powered diesel locomotives verses using the electric locomotives will increase the operational costs by RMB 144,219,000 Yuan during the short range period and by RMB 173,741,000 Yuan for each year during the long range period. This will impede strengthening the competitiveness of the railway and ( Ti)EEM I S E & iN INS 326 TIIE SECONDRAILWAYS SIURVEYIL DESIGN INSTITCITE32 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project improving the benefits and long-term development of the railway. 2) Environmental impact Adoption of the high powered diesel locomotive proposal will not be advantageous to the reduction of environmental pollution and improving the quality of environment. The pollution produced from diesel traction is mainly found in air pollution and pollution of water bodies. The use of diesel locomotives on the Zhejiang to Jiangxi Line will greatly increase the discharge of pollutants compared to using the electric traction. The amount of wastewater discharged from the repairs and service operations of the diesel locomotives is 30% more when compared to the repairs and service operations of the electric locomotives and the density of water pollutants such as petroleum and COD in the water quality are increased by 20-35% and the short range discharge amount of smoke will increase 0.404X 104 t/a, the discharge amount of SO2 will increase by 0.085 X 104 t/a, the discharge amount of NO, will increase by 0.502X 10 4 t/a, the discharge amount of CO will increase by 0.188 X I04 t/a which means that the discharge amount of smoke will increase by 38.6%, discharge amount of SO2 will increase by 26.4%, the discharge amount of NO, will increase by 87.4% and the discharge amount of CO will increase by 48.5%. The largest increases in discharge amounts are in NO, and smoke with the increase in the discharge amount becoming even larger in the long range (approximately 1.2 times the amount of the short range period). The ten cities in the three provinces along the line, such as Nanchang, Shangrao, Yingtan, Xinyu, Yichun, Pingxiang and other cities belong to "Double Control Areas of SO2 and Acid Rain", therefore the use of high powered diesel locomotives will impede the curtailing of the discharge of pollutants into the air from the railway, controlling the air pollution and improving the air environment along the line and is also highly unfavorable in controlling the total amount of pollutants in the areas along the line and also does not conform to the requirements for sustainable economic development and development in environmental protection of the provinces and cities along the line. 5.2 Comparisons of the railway and highways (alternative railway proposal) 1) Transport and economic comparisons Currently, road transport is the main method of transport that can be compared to the existing railway. National Highway No.320 (Shanghai-Wanding) is basically parallel to the Zhejiang to Jiangxi Line, which vertically connects with National Highways No.104, 105, 205, 316 and 319 in Hangzhou, Nanchang, Quzhou, Nanchang and Pingxiang respectively, and forms the main frame of the road network in the attraction area. Provincial and low-grade roads connect with A jA -,=J 4b 3 it~ R327MC THE SECONDRAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project districts, cities and townships as auxiliary roads. According to the feasibility report of the project, this line is a national truck line that has an intricate composition in its network and connects to many truck and branch lines. Transport is mostly composed of local transport (local transport indicates traffic is sent from this line to this line and then from this line to another railway line off this line or other railway line to this line) and carrying traffic (carrying traffic consists of the carrying traffic of the entire line; i.e. all the traffic that passes through this line or namely the interchange from Hangzhou to as far as Zhuzhou and the spaces in between, and the carrying traffic that goes through the line; i.e. the traffic of other railways that is transported on one section of this line and then transferred back to another railway for transport). Most of the traffic of the entire line is passed through parts and areas of Shanghai and Zhejiang and interchanged with parts and areas of the Southwest and Guangdong, Guangxi, Hunan and Hubei Provinces. Based on the forecast, the carrying traffic of the entire line and the carrying traffic that is passed on this line is a fairly big proportion of the density of the passenger and freight traffic flow. The traffic on this line is predominately trend traffic. The passenger traffic flow on this line is composed of two parts: local passenger traffic flow and carrying passenger traffic flow. Local passenger traffic flow accounts for a fairly small proportion while carrying passenger traffic flow (entire line and carrying that passes through the line) accounts for a fairly large proportion. The passenger traffic flow mainly consists of people taking business trips, traveling, visiting relatives, doing business, doing work and so forth. The railway plays a visible leading role as a medium-to-long distance means of transportation. In looking at the interchanges among the areas, it will be very difficult to satisfy the requirements if the highways shoulder the increase in traffic. Moreover, in comparing the freight and transportation rates of the railway and highways; the rate for passenger transport on the railway is 0.10 Yuan per person per kilometer and the freight rate is 0.0755 Yuan per ton per kilometer. The transportation rates in the areas where this line passes through are approximately 0.15 to 0.20 Yuan per person per kilometer and the freight rate is between 0.35 and 0.50 Yuan per ton per kilometer. The passenger transport rate on high-grade highways is approximately 0.20 to 0.30 Yuan per person per kilometer and the freight rate is between 0.45 and 0.60 Yuan per ton per kilometer. It is obvious that the highway rates, especially the freight rates, are much higher that the freight and transportation rates of the railway. 2) Environmental impact comparison aDi M --- JYJVZ i~l- 1C 328 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project If the transport capacity of the highways reaches the designed capacity of the electrification railway, the widening of existing national highways and building of new high-grade highways as well as lengthening the highway must be done. Adoption of the highway transport proposal will lead to the widening of highways that will certainly occupy cultivated land (especially necessitate the occupation of fertile land), cutting of trees and demolishing of a fairly large amount of buildings because the current route goes through many areas that have cultivated land and a relatively high concentration of inhabitants on both sides of the track. Implementation the electrification renovation for the existing railway does not require a large amount of land acquisition and most of the newly built sections are land already acquisitioned by the railway. In addition, cross interference with the highways and ground structures can be avoided and there will only be a small amount of demolishing caused by the electrification project. Furthermore, the increase in the highway traffic and high vehicle flow rate after the construction is finished will largely magnify the period of noise impact and scope along the roads, which will be even larger than the impacts of the railway. The discharge of tail gas from vehicles will make the density of the pollutants in the air environment rise while the electric locomotives will not cause any problems in air pollution. The loss of cargo from vehicle transport and the severity of littering during the course of transport are caused due to the road conditions and human factors. The railway has strict control measures and this situation is light compared to the highways. In conclusion, this proposal for railway transport is the best choice and exceeds the road transport proposal in many aspects, whether it is from the impacts on the ecological environment, benefits for the social economy, transportation safety, goods and material guarantees, etc. 5.3 Comparison of local route-selection proposals This Project is a revamping project of the existing railway. In the course of route selection of the project, based on the technical standard of the Project, famous scenic sites, nature protection areas, and cultural properties should be firstly considered to protect. Besides, the ecology environment along the line should be protected, and the disturbance to vegetation should be minimized as possible, so as to prevent from soil and water loss and meet the requirement of flood discharge of rivers. All provinces and cities along the line should be properly organized and coordinated for their planning, to avoid and reduce the disturbance and E SO RiL -S & S INTtIE 329 ®ODTHE SECOND RAILWAYS SURVEYh DESIGNINSTITUTE32 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project segmentation to existing townships. The final recommended proposal is selected based on the preconditions that the environmental and social economic influence have been minimized. After revamping, the length of ZheGanLine Railway is 885.667km, with single detour of 79.846km and double detours of 353.96km. Many local proposal selections have been made within the scope of whole line, among them, the proposal selections dominated by environment protection are as follows: 1) Zhuji line proposal (K66+400-K93+500) The existing railway passes through the urban area of Zhuji City, with a section length of 27.1km. This section of line has got two proposals A and B, proposal A is to re-build the existing railway, while proposal B is to build new railway by straightening old way. Proposal B has two options II and I. Option I is far away from Hang-Jin-Qu highway and option II is close to Hang-Jin-Qu highway. See line proposal sketch 5.3-1 for details. Proposal A is to pass through urban area, with congested residential areas along the line, the influence of the existing railway is severe, therefore, if rebuild the railway, a lot of residences have to be removed, closed line would cut the community into parts, it is difficult to do the construction and prevent from noise, and total investment the project is up to 0.173 billion RMB. Proposal B is to pass through the rural area at outskirts of the city, with scattered residences, it has got a smaller block to the community, easy to prevent from the noise, construction potential risk is smaller, comply with the overall municipal planning of Zhuji City, and this proposal is supported by the municipal government. Proposal B will occupy more cultivated lands, and its total investment the project is up to 0. 53 billion RMB and is higher than proposal A by 0. 357 billion RMB, but the line will be shortened by 3.14km and train-running time will be reduced by 2.73min. Through comprehensive comparison, Environment Assessment Group recommend proposal B. For two options (Proposals I and II) of proposal B, the engineering conditions are described as follows: a) Zhuji shortcut east section local proposal (D Comparison scope: DK66+400 DK72+900 (2) Proposal conditions: THIESECOND RAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Proposal I : the line starts from proposal comparison starting point DK66+400, using the existing section K68+100-K68+200, with double detours, goes west up to comparison final point DK72+900. The full length of the line is 6.424km, including newly built length of 5.824km. Zhuji East Station is set at DK70+600, station house is set at right side of the line, goods yard, traction substation and maintenance gang for catenaries are set at left side of the line. Proposal II: The line starts from comparison starting point, along the south side of Hang-Jin-Qu highway, goes west up to comparison final point. The full length of the line is 6.495km. Zhuji East Station is set at BDK70+950, station house is set at right side of the line, goods yard, traction substation and maintenance gang for catenaries are set at left side of the line (See line proposal sketch 5.3-1 for details). (I Proposal selection comments The geologic conditions of these two proposals are the same, but the distances with the highway are different. At present, the highway has been closed with separation fence, after the railway is closed with separation fence too, this would result in that the lands between the highway and the railway can not be used any more. The line of proposal I is shorter than the one of Proposal II by 0.071km, newly built length is shortened by 0.671km, and investment can be saved by 6.558million RMB, however, because Proposal II is more close to the highway than proposal I and has a smaller blocking effect to the community, considering saving of lands and development of the city in the future, Environment Assessment Group recommend to use Proposal II. (2) Zhuji west side shortcut proposal 0 comparison scope: DK79+200-DK93+500 © Proposal conditions Proposal I : The line starts from proposal comparison starting point DK79+200, along the south side of Hang-Jin-Qu highway, after passing through Zhuji #1 tunnels, continuously goes west, crosses over the municipal road at Xinwuxia village, then comes to the final point and connects with the existing line. The section K88+500-K89+650 shall make use of the existing line. The full length of this proposal line is 11.056km, newly built length is 9.766km, and the length of existing line to be used is 1.29km. (See line proposal sketch 3.3-1 for details.) Proposal II: The line starts from proposal comparison starting point, long the 6tyig M ~- itt 1 33 THE SECOND RAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project right side of Hang-Jin-Qu highway, after through Zhuji tunnels, crosses over Hang-Jin highway (provincial highway), then comes to the proposal comparison final point at Paitou entrance. (See line proposal sketch for details) The full length of this proposal line is 10.657km(double line); newly built length is 10.657km(double line). Within the scope of C2K81+850-C 2K83+200 of the proposal, the maximum earth filling height is 15m, limited by line slope and landform, this proposal section is provided with a 1350m oversized bridge. ® Proposal selection comments Compared with Proposal I, the length of newly built line of Proposal II is longer by 0.891km, the length of line is longer by 0.601km, but the works of bridge and tunnels are fewer, the investment can be saved by 2.8908 million RMB, the blocking effect to the community is lower, cultivated land can be saved, and it is good for the development of the city and utilization of lands. Therefore, Environment Assessment Group recommends Proposal II. 2) Longyou Line proposal (K222+600-K238+380) This proposal has got a line length of 15.78km, including about 8km line passing through township planning zone, and minimum curve radius is 400m. Proposals are described as below (See line proposal sketch 5.3-2 for details): a) Proposal A: rebuilding of the existing railway There is a military enterprise- Guanghua Plant 80m left side of the line, and Shitaxiang residential area and an observation station of weather bureau 30m right side of the line. A county key cultural property protection unit - Donghua Mountain Han Dynasty Tomb Area lies in both sides of the line. The sections from K228+300 to K231+900 shall use double detours. The section from K228+300 to K229+650 passes through Han Dynasty Tomb Area along the left side of the existing line, after crossed with the existing line, and then passes through the planning area at the right side of the existing line and the north side of Shitaxiang residential area. The weather observation station shall be removed; build a new bridge at the right side of the existing Linshanjiang Bridge, finally the line comes to the existing Longyou station. The total length of rebuilt line is 10.333km; the length of line after the rebuilding is 15.734km, and the houses to be removed is 23000m 2. A traction substation is set at Hangzhou termination of the existing Shilipu station, a maintenance gang for catenaries is set at the existing Longyou station, and catenaries shall be provided for the whole section. Electrification revamping should be made to these two stations. The total investment of the project is 21.81346 million RMB. , =JU- Q itR 332 ® TIlE SECONDRAILWAYS SURVEYA DESIGNINSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project b) Proposal B: building new line (taking shortcut) 0 Line trend According to town planning, this section of line shall be moved to the south to the edge of the planning zone, through Huzhen Farm, crossing over Luzhu River, provided with a freight station -Shilipu Station, then along the belt highway under construction, through Gaoganglong, crossing over Linshan River at Xiayang village, provided with Longyou passenger station at Caojia, then through Jingdian Mountain, crossing over Hangzhou-Lishui Highway, finally be connected with the existing line. (© General description of the project For the proposal of removing station and building new line, total single line is 31.6km, including 2 new big bridges, I middle sized bridge, 5 frame bridges, 74 culverts, 3 flyover crossing bridges (360m), 5 pedestrian bridges (150m). Longyou station and Shilipu station shall be newly built. Longyou station is a passenger station, designed as per maximum crowd of 300 people, the station 2 house area to be built shall be IOOOm . Shilipu station is a freight station, with a capacity of 1 million tones, and transportation facilities shall be equipped as per the existing facilities of Longyou station and Shilipu station. This station is provided with a traction substation. A maintenance gang for catenaries shall be set at Longyou station, a traction substation at Shilipu station, and 46.4 kilo catenaries shall be set up. The total investment of this proposal project is 430.3627 million RMB. 0 Comments on proposal selection Compared with the proposal of moving station, the investment as per Proposal A can be saved by 212.2281 million RMB, the line is straight and shorter by 0.816km, and running time can be reduced by 0.25min. However, the line of Proposal A will pass through the urban area, with congested residential areas along the line, and a county key cultural property protection unit - Donghua Mountain Han Dynasty Tomb Area is involved. The influence of the existing railway is severe, a lot of residences have to be removed and the tomb area would be affected if rebuild the railway. Moreover, a closed line would cut the community into parts, and it is difficult to do the construction and prevent from noise. The line of Proposal B mainly passes through the rural area of the outskirts of the city, with fewer scattered residential areas, the blocking influence to the community is small, Donghua Mountain Han Dynasty Tomb Area will not be affected, with little construction potential risk. The proposal complies with the overall planning of Longyou City, it shall be benefit to the development of the city and the utilization of the lands, also it is supported by the county government, aD j g _= A V it R 333 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project though Proposal B will occupy more cultivated land and have a bigger investment. Through comprehensive comparison, Environment Assessment Group recommends Proposal B. 3) Quzhou line proposal (K258+770-K270+000) The existing railway passes through the urban area of Quzhou City. This section of line is 11.23 km long. This section of line is provided with Proposal A (rebuilding of the existing railway) and Proposal B (taking shortcut by building new line) (See line proposal sketch 5.3-3 for details). (1) Proposal A: rebuilding of the existing railway The existing ZheGanLine Railway passes across the city, which cut the city into old urban area and south urban area. The existing main track has a length of 11.23Km (K258+770-K270+000), the existing Quzhou Station lies in the central part of Quzhou City, which is row type passenger and freight municipal inter-station, with station class 2, provided with 2 passenger platforms and 2 freight yards. (2) Proposal B: Taking shortcut by building new line As per Proposal B, Quzhou new station shall be moved to south 3.5Km, and the line will pass by the urban area, starting from Dongji River Bridge, through Xinjian Village, Yejiatian Town, setting Quzhou new station at Lixin village, crossing over Juhua Line close to Lixin Village, finally be connected with the existing line at Shiwuli Village. New built main track has a length of 9.26Km; the length of the line is shorter than the existing one by 1.89Km. The line of taking shortcut proposal lies in the edge of Economic Development Zone (Xiazgang Economic Development Zone) of Quzhou City. According to Quzhou City Municipal Overall Planning, the land for rebuilding of railway has been included in the overall plan of Quzhou City, i.e. the proposal of new station and taking shortcut complies with the municipal overall planning. (3) Comments on proposal selection The line of Proposal A will pass through the urban area, and there are congested residential areas along the line. The influence of the existing railway is serious already. If rebuild the railway, a lot of residences have to be removed, a closed line will lead in blocking effect to the community, difficult to prevent from the noise, and the construction difficulty would be increased. & 334 ®TIll E SSECOND DRLRAILWAYS S SSURVEY & DESDESIGNII INSTITUTEtITT EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project As per Proposal B, Quzhou new station shall be moved to south 3.5Km, and the line will pass by the urban area. The line of taking shortcut proposal lies in the edge of Economic Development Zone (Xiazgang Economic Development Zone) of Quzhou City. The line of Proposal B mainly passes through the rural area of the outskirts of the city, with fewer scattered residential areas; the blocking influence to the community is small, with little construction potential risk. The proposal complies with the overall planning of Quzhou City, it shall be benefit to the development of the city and the utilization of the lands, also it is supported by the county government, though Proposal B will occupy more cultivated land and have a bigger investment. Through comprehensive comparison, Environment Assessment Group recommends Proposal B. 4) Dongxiang line proposal (K529+900-K539+100) The existing railway passes through the urban area of Dongxiang County. This section of line is 9.2km long. This section of line is provided with Proposal A (rebuilding of the existing railway and utilizing the existing Dongxiang station) and Proposal B (removing Dongxiang station and utilizing the existing line) (See line proposal sketch 5.3-4 for details). (1) Proposal A: rebuild the line by using the existing Dongxiang Station The line starts from Hefang village, goes to the west by using the existing line, after leaves Dongxiang Station, the line is provided with two detours, using two reverse curves with radius of 2800m, through Dongxiang No. 1 Middle School, then passes through Red Star Development Zone of Dongxiang County, and is connected with the existing line at Shiqian Station (See line proposal Sketch for details). The length of the proposal line is 10.431km, and the total investment of the project is 99.49 million RMB. (2) Proposal B: remove Dongxiang Station and utilize the existing line Starting from Hefang Village, the line makes double detours at the left side of the existing line, setting a new station at the east side of the existing Dongxiang Station, out of the station, with a curve radius of 2200m, the line is connected with the existing line at K534+900 up to the proposal comparison end point. The scale of new station will be the same with the existing one, and two special lines shall be re-built. The length of this proposal line is 10.142km. The total investment of the project is 143.78million RMB. (3) Comments on proposal selection The line of Proposal A will pass through the Dongxiang Red Star Development ag 0i g-_ a1 IV t i- r 335 THE SECOND RAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Zone, and there are many enterprises, residential areas and schools along the line. Moreover, a closed line would destruct the arrangement of the development zone, and the construction difficulty would be increased. As per Proposal B, Quzhou new station will be move to the west 2Km, the newly built line mainly passes through the rural area of the outskirts of the city, with fewer scattered residential areas, the blocking influence to the community is small, with little construction potential risk. The proposal complies with the overall planning of Dongxiang County, it shall be benefit to the development of the city and the utilization of the lands, also it is supported by the county government, though Proposal B will occupy more cultivated land and have a bigger investment. Through comprehensive comparison, Environment Assessment Group recommends Proposal B. 5) Luxi line proposal (K835+100-K848+700) The existing railway passes through the edge of Luxi County. This section of line is 13.6 km long. This section of line is provided with Proposal A (rebuilding of the existing railway and utilizing the existing Luxi station) and Proposal B (removing Luxi station and taking shortcut) (See line proposal sketch 5.3-5 for details). (1) Proposal A: rebuild the line by using the existing Luxi station After leaves the Luxi Station, the line is provided with double detours crossing over Yuan River, passes through two short tunnels, crosses with the existing line, reaches to the inlet of Quanjiang Station, which is the proposal comparison end point. The length of this proposal line is 12.838km. The total investment of the project is 263.3028 million RMB. (2) Proposal B: removing Luxi station and taking shortcut The line goes with double detours at the right side of the existing line, setting up a new station at the north side of the existing Luxi Station, then crosses over Yuan River, and then is connected with the existing line at K842+500. The length of this proposal line is 11.8km. The total investment of the project is 255.6611 million RMB. (3) Comments on proposal selection As per Proposal A, the line is close to the urban area of Luxi County, and there are many residential areas along the line. If build a new railway, the quantity of removing would be big, and the construction difficulty would be increased. As per Proposal B, Quzhou new station will be move to the south 3Km, the newly built line mainly pass through the rural area of the outskirts of the city, with fewer S19 V --VI - it R 336 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE3 6 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project scattered residential areas, with little construction potential risk. The proposal complies with the overall planning of Luxi County, it shall be benefit to the development of the city and the utilization of the lands, though Proposal B will occupy more cultivated land and have a bigger investment. Through comprehensive comparison, Environment Assessment Group recommends Proposal B. 6) Baiyuan to Pingxiang North line proposal (K855+000-K858+300) The existing line has a length of 3.3Km. The curve radius of the line can not meet the requirement of desired speed, so it needs to take shortcut by rebuilding the line. The line is provided with Proposal A with a desired speed of 200km/h, Proposal B with a desired speed ofl4Okm/h, and Proposal C with a desired speed of 120km/h (See line proposal sketch 5.3-6 for details). (1) Proposal A with a desired speed of 200km/h If the proposal with 200km/h is used, the line from Baiyuan to Pingxiang North will pass through the exhausted area of Baiyuan Coal Mine. It is found by investigation that, DK855+300-DK856+300 is exhausted area, DK856+300' DK858+114.38 at detour end point is labile area. Centering a place 60m at left side of DK855+900, an exhausted subsidence area 700 m x 600m x 0.5m is formed, 800 mu farmland loss water, more than 60 houses break, and highways settle down. Within a scope of 30-50m at left side of DK856+100, it is found there are two collapse craters with different sizes, which are irregular circularities. The bigger crater has a diameter of 4-5m, and a depth of about 3m, and its wall and base are regular and flat. In addition, at middle line DK855+880, +890, it is also found a tension fracture joint with length of 0.8'-1.3m, width of 0.1 -0.2m, and depth of Im. Thus it can be seen that the ground settlement may be possible to broaden in further. Because the mining channels are arranged in a crisscross pattern, buried deeply, they are difficult to treat, having potential safety hazard. In addition, the line will pass through a Coal Washing Plant. (2) Proposal B with a desired speed ofl40km/h If the proposal with 140km/h is used, most of the exhausted area can be by-passed, but the line has to pass through partial exhausted area. (3) Proposal C with a desired speed of 120km/h If the proposal with 120km/h is used, the exhausted area can be by-passed, no potential safety hazard. o in __,l =-VZ it [ 337 OD THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project (4) Comments on proposal selection Proposal A will pass through the exhausted area of Baiyuan Coal Plant, Proposal B will partially pass through the exhausted area of Baiyuan Coal Plant, both of them have potential safety hazard, with high construction difficulties, and may lead into environmental geologic problems. Proposal C will not pass through the exhausted area of Baiyuan Coal Plant, have no potential safety hazard, and with convenience of construction. Through comprehensive comparison, Environment Assessment Group recommends Proposal C. 7) Liling line proposal (K889+000-K899+000) The existing railway passes through the urban area of Liling City. This section of line is lOkm long. This section of line is provided with Proposal A (rebuilding of the existing railway and utilizing the existing Liling station) and Proposal B (taking shortcut by by-passing Liling East Station) (See line proposal sketch 5.3-7 for details). (1) Proposal A: rebuild railway by utilizing the existing Liling East Station Take shortcut across the line from Liling East Station to Liling Station, setting curves with radius of 1200m, limiting speed to 140km/h, crossing over Lushui River with a super bridge with a length of 604m (main span 96m bearing type steel truss, keep enough space to meet the requirement of navigation), and change Liling Station into a straight line station. Increase speed up to 140km/h for these two stations. The length of this proposal line is 12.364km. The total investment of the project is 244.0156 million RMB. (2) Proposal B: take shortcut by-passing Liling East Station Starting from the proposal comparison starting point, the line of this proposal detours along the left side of the existing line, then passes through the existing line (to be deserted after rebuilding) to detour at right side, by-passes Liling East Station, setting a new bridge at the upstream of the existing Lushui bridge, finally is connected to Liling Station. In this proposal, Liling Station needs to be rebuilt, and Liling East Station will be change into Ling-Cha branch line station. The length of this proposal line is 12.26km. The total investment of the project is 2933.5387 million RMB. Compared with the proposal of limiting speed, the cost of this proposal is increased by 49.5231 million RMB, and the running time is shortened by 1.1 min. (3) Comments on proposal selection 9 Wg& -_ NJ V iQ tt PA 338 W THE SECONDRAILWAYS SURVEY& DESIGN INSTIrUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project For proposal A, there are many residences along the line. The removing quantity would be high if build a new railway. The intersection angle between the new Lushui Bridge and the river is too big, which will affect the navigation and increase the construction difficulty. For Proposal B, Liling East Station is bypassed. The newly built line is far from the city, with fewer scattered residential areas, with little construction potential risk. The proposal complies with the overall planning of Liling City, it shall be benefit to the development of the city and the utilization of the lands, though Proposal B will occupy more cultivated land and have a bigger investment. Through comprehensive comparison, Environment Assessment Group recommends Proposal B. 6!lD- Ka K V% * R39 3t TIIE SECONDRAILWAYS SURVEYa DESIGNINSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 6. Environment Management, Supervision and Monitoring Schedules 6.1 Environment management organizations 1) Actuator The construction units of this project are the Shanghai Railway Bureau ZheGanLine Railway Construction Directorate, Nanchang Railway Bureau ZheGanLine Railway Construction Directorate and the Guangzhou Railway Group ZheGanLine Railway Construction Directorate are for formulating and implementing the environmental protection management plans in their respective sections that they have jurisdiction over. The Environmental Protection Office of the Ministry of Railways, Planning Section of the Environmental Protection Office of the Shanghai Railway Bureau, Environmental Protection Office of the Nanchang Railway Bureau and the Environmental Protection Office of the Guangzhou Railway Group will be responsible for the environmental protection work during the construction and operation stage. 2) Supervision organizations The Zhejiang, Jiangxi and Hunan Provincial Environmental Protection Bureau are all administrative organizations under the Zhejiang, Jiangxi and Hunan Provincial People's Government that are in charge of the management and supervision of environmental protection. The municipal-level environmental protection bureaus of Hangzhou City, Jinhua City, Quzhou City, Shangrao City, Yingtan City, Nanchang City, Yichun City, Xinyu City, Pingxiang City, Zhuzhou City are under the direction of the local government. The provincial governments and environmental protraction bureaus in Zhejiang, Jiangxi and Hunan Provinces have already established environmental monitoring centers and the municipal-level environmental protection bureaus have established their own monitoring stations as well. These municipal and provincial monitoring stations are in charge of the environmental monitoring of their respective regions and provinces. OASIS is responsible for the environment supervision during the construction of the Project. The environment monitoring within construction and operation periods of the Project shall be carried out by EPO of Shanghai Railway Bureau, EPO of Nanchang Railway Bureau and Guangzhou Railway Group, or the municipal and county environment protection stations. The overall execution and monitoring schedule of the Project is listed as in Figure 6.1-1 . THE SECOND66) RAllWAYS S gSURVEY tu& DESIG.N S INSTITUTE i it 1lX340 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Based on the tasks and responsibilities taken in the environment protection of the Project, management organizations and supervision organizations, as well as their responsibilities are shown in Table 6. 1-1. s S: 5X -= YJ ;£i if- 1P341 OD THE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE i '4k-if fI trItf, j,..n gr,ntiar3r ort o;j ' lf fing-.,ingrlV RdhIIIfaI, f2iU T'lI l-ffftl.Ad'AWtYA'/Z` EPO of MOR Foreign Capital Center of MOR EPO of WB SEPA Super monitoring organizations EPO of Shanghai Railway Shanghai Railway Bureau, Nanchang Bureau, EPO of Nanchang Railway Bureau, Guanzhou Railway Group, l Zhejiang Provincial Eial EP Bureau Hunan Provincial EP Bureau Railway Bureau, Guanzhou Construction Directorate of the Railway I Railway Group ______ I: l | I | , Shangrao Municipal EP Bureau Design Evaluan Supervision an i Hangzhou Municipal EP Y M Zhuzhou Municipal EP Contractor Deig Evaluation Yingtan Municipal EP Bureau supervision Eng unit monitoring units Bureau Bureau unit l l l l l | Nanchang Municipal EP Bureau L I Jlnhua Municipal EP Yichun Municipal EP Bureau Environment management and execution organizations at design and construction stages Bureau Xinyu Municipal EP Bureau ______' Quzhou Municipal EP Hangzhou Railway Branch Pingxiang Municipal EP Bureau Hangzhou Railway Bmanch Bureau r L j | ~~~~~~ ~~~~~~~~~~~~Bureau |Bureau, Changsha Railway L------' Environment management and execution organizations at operation stage |Branch Company, EP Depart. h------n Environment Monitoring Organizations Figure 6.1-1 Environment Management And Supervision Organizations Diagram ) li -it - & 4 2) TIIE SECOND RAILWAYS SURVEY& DESIGN INSTITUTE -42 EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Project Table 6.1-1 Environment Protection Plan-Execution And Supervision Organizations And Their Responsibilities Stages Organizations Supervision Work Responsibilities CD w I SEPA, Zhejiang Provincial EP Bureau, Jiangxi Provincial qq Environmen EP Bureau, Hunan Provincial Determine main environmental tal influence OASIS and SSDI EP Bureau, Environmental problems and environmental criteria evaluation Protection Office of the to be executed. program Ministry of Railways, t Foreign Capital Center of MOR, World Bank SEPA, Zhejiang Provincial Environmen EP Bureau, Jiangxi Provincial Determine the influence to Environmen EP Bureau, Hunan Provincial environment, prepare related taAffects EP Bureau, Environmental environment measures to reduce the Evaluation OASIS and SSDI Protection Office of the influence to environment, and make Report Ministry of Railways, investment estimation to the Foreign Capital Center of environment measures. MOR, World Bank Envi.onmen SEPA, Environmental Determine the implementer and Environmen Protection Office of the supervisor of raised environment t protection OASIS and SSDI Ministry of Railways, protection measures, as well as action plan Foreign Capital Center of implementation progress. MOR, World Bank According to EP recommendations in Environmental Impact Report and the review comments of EPO of Ministry of Railways and SEPA, aq make engineering design and Preliminary SSDI SEPA, Ministry of Railways investment estimation for designISPA insryo Riwas environment protection works, and prepare a special EP document as a integrative part of the preliminary documents, so as to have the EP measures implemented and guaranteed with enough capital. Based on all kinds of EP measures and requirements of approved preliminary design documents and Constructio Environmental Protection environmental protection on drawing SSDIOffice of the Ministry of regulations, organize professional n drawig SSDI Railways, ZheGanLine EP designers do work out design Railway construction unit construction drawings, to have these EP measures implemented, and prepare enough capital for these measures. ® THE SECONDRAILWAYS SURVEY& DESIGN INSrITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Stages Organizations Supervision Work Responsibilities o) ZheGanLine Railway c construction unit entrusts the Land Ministry of Railways, Administration Zhejiang Province, Jiangxi Bureau of local Province, and Hunan government to Province local government. Expropriati expropriate the Entrusted by construction Properly arrange the influenced on, land and make unit, as a external monitoring masses, make sure their living removing compensation, and unit, Foreign Capital standard will not lower than the one and all local land introduction and utilization priordto thenotplowerathan and re-settling administration institute of Southwest Traffic pior to the expropriaton and immigrants departments University will make emigration. together with supervision to the village Expropriation, removing and management re-settling immigrants of committee will ZheGanLine Railway also be in charge of implementation. Based on Environmental Impact SEPA, Zhejiang Provincial Report and the requirement of EP Bureau, Jiangxi Provincial construction drawing, ZheGanLine EP Bureau, Hunan Railway construction unit will take Ecology Environmental Protection the environment protection and protection Construction unit Administration, ecology protection measures as the works Environmental Protection main contents of project bid Office of the Ministry of invitation, and supervise the Railways, ZheGanLine construction nit to implement them Railway construction unit one by one, and make sure there's enough capital for it. SEPA, Zhejiang Provincial According to Environment EP Bureau, Jiangxi Provincial influence evaluation report and Protective EP Bureau, Hunan construction drawing, carry out measures Environmental Protection environmental works such as for each Construction unit Administration, lowering noise, wastewater environmen Environmental Protection treatment, and removing dust etc, so tal element Office of the Ministry of as to guarantee the implementation Railways, ZheGanLine of environmental protection ______Railway construction unit measures. 6s) ' M I 1344 THE SECONDRAILWAYS SURVEY& DESIGN INSTITUITE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 6.1-1 (Continued) Stages Organizations Supervision Work Responsibilities Environmental Protection Office .nvironm of the Ministry Environm of Railways, Make periodical supervision to the ent SEPA, Zhejiang implementation of all kinds of supervisi Provincial EP environmental protection measures ng and Bureau, Jiangxi and ecology protection works, and control at OASIS Provincial EP report the implementation situations, constructi Bureau, Hunan existing problems and improving on period Environmental recommendations to Ministry of Protection Railways and National Environmental Administration, Department. ZheGanLine Railway construction unit Training Organized by of full-tine ZheGanLine Invite related environmental experts to 2 and Railway do training of full-tine and part-time part-time construction M stry o construction and supervising staff so constructi conuni Railways as to improve their environmental on andunt supervisnd implemented by protection consciousness supervisin OAI CI g staff OASIS CD Environmental Protection Office of the Ministry of Railways, Shanghai, ZheGanLine Envro Nanchang Railway Environm Railway construction unit, monitorin Bureau, ZheGanLine Complete the task of environment m Railway Group, Railway monitoring during the construction of g R~ailwCayngroup, construction unit ,ZheGanLine Railway and Changsha, SEPA, Zhejiang Hangzhou Provincial EP Railway Branch Bureau, Jiangxi bureau EP Provincial EP Stations Bureau, Hunan Environmental Protection Administration TE D RA I - S DESIG TT T :34.5 ®THE SECONDRAll.WAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Stages Organizations Suporvision Work Responsibilities ZheGanLine Railway construction unit and each SEPA, Zhejiang municipal EP Provincial EP Acceptan stations along Bureau, Jiangxi ce ZheGanLine Make test run to environmental preparati Railway, or Provincial EP protection facilities, and make on for Shanghai, Environmental supervision to the operation effect of completio Nanchang Pronmental all facilities, so as to make sure all n of Railway Protection . environmental protection facilities can environm rai Administration, meet the design requirement and be ental Guangzhou Environmental facilities Railway Group, Protection Office operatednormally. , of the Ministry of and Changsha, Riwy Hangzhou Railways Railway Branch bureau EP Stations National and three provinces' EP Entrusted by the construction unit, Cultural ZheGanLine bureaus and cultural relic archaeology institutes of Cultural ZheGanin cultural relic three provinces will make a full Property Railway bureaus, investigation to all cultural relics Proteci const Environmental along the line, so as to avoid any n unit Protection Office destruction to cultural relics due to the of the Ministry of construction of ZheGanLine Railway. Railways Shanghai 0 Railway Training Bureau, Make training of full-time of Nanchang Ministry of environmental staff and operators of O full-time Railway Railways EP facilities, to guarantee normal environm CD environ Bureau, operation of all kinds of EP facilities. ental staffGanho 0L Guangzhou Railway Group a in M = St,Vz it rx 346 THE SECOND RAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Stages Organizations Supervision Work Responsibilities organizations Zhejiang Daily Provincial EP managem Shanghai Bureau, Jiangxi ent of Railway Provincial EP environm Buraiau, Buroviiau H n Maintain normal operation of all kinds envtronm Bureau, Bureau, Hunan of environmental facilities; so as to ental Nanchang Environmental have the discharge concentration of all protectio Railway Protection s n Bureau, Administration sorts of contammahons meet the local Guangzhou and each environmental requirement. Railway Group municipal EP Bureau along the line Shanghai, Nanchang Environm Railway Ministry of ent Bureau, Railways, monitorin Guangzhou Shanghai Railway Carry out the task of Environment g Railway Group, Bureau, Nanchang monitoring during the operation and Changsha, Railway Bureau, period of ZheGanLine Railway Hangzhou Guangzhou Railway Branch Railway Group Bureau EP Stations 6.2 Environmental supervision plan All environmental protection tasks implemented during preparation period, construction period and operation period should be under supervision. See Table 6.2-1 below for specific supervision organizations, supervision contents and supervision purposes: t26) W W% - & S Q it 1E 347 ® Tl(E SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 6.2-1 Environmental Supervision Plans Stages Supervision Supervision content Supervision purpose To decide the feasibility of the Project. World Bank Insure the contents of Environment SEPA Evaluation safety; Zhejiang Make sure the main and potential Provincial EP To review Environment environmental protection problems Feasibility Bureau Evaluation Program and environmental protection points study Jiangxi To review Environment may be reflected properly. Provincial EP Evaluation Report Make sure the efficiency and Bureau feasibility of environmental protection Hunan Provincial measures and Environmental EP Bureau Management Plan Make sure the environmental To review Environment protection measure satisfying the Influence Assessment environmental protection requirement SEPA and Environmental and the related laws, regulations and Zhejiang Management Plan; standards; Provincial EP To check the Insure the environmental protection Bureau implementation of investment; Jiangxi environmental Protect ecosystem environment along Provincial EP measures the line; Design, Bureau To check the measures Insure the implementation of construction Hunan Provincial for disease mitigation; expropriation, removing and stage EP Bureau To check the re-placement policies. construction safety in Prevent from the soil and water loss; the field. Insure health and safety of the public and construction personnel. While checking the Zhejiang,Zhejing, JiangxiJangxi construction, properly Provincial protect and treat the Protect cultural properties new-found cultural CulturalCultual RelicsRlics object. Bureau Zhejiang To check the Provincial EP implementation of Bureau Environmental Jiangxi Management Plan Provincial EP To review Environment Insure to match the related laws, Operation Bureau monitoring Plan and regulations and standards; period Hunan Provincial Environment monitoring Protect ecosystem environment along Period EP Bureau Report the line; Municipal And To execute drainage Protect the public health and safety. County standard Environment To check vehicle of Protection carriage of dangerous Bureau goods I as) ;A g V iit It 348 THE SECOND RAILWAYS SURVEY &DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-jiangxi Railway Electrification Speedup Renovation Project 6.3 Environment Monitoring Plan 1) Objectives Environment monitoring is a tool to evaluate whether the environment protection measures are effective or not. The environment monitoring at construction and operation stages can guarantee an effective implementation of EP measures listed in EP Evaluation Report of the Project. Environment monitoring plan includes following four objectives: * confirm invalid or unreasonable EP measures at a early time; * if necessary, have a meeting to modify EP measures, so as to have it comply with the objective of environment monitoring plan; * Provide work program for EP and monitoring plan; * Determine the scope of environment monitoring items ( construction and operation, short date, long-term, evaluation parameter, evaluation type, and evaluation frequency). The overall guiding ideology for environment monitoring schedule of Zhejiang - Jiangxi Railway: at all execution stages of the project, the monitoring should be carried out as per expected influence, and the monitoring should concentrate in sensitive areas. 2) Monitoring parameters at construction and operation periods The environment monitoring at construction and operation periods of the Project consists of water environment, atmospheric environment, noise, expropriation and emigration, solid waste, electromagnetic radiation and other environment influence raised by the railway. The monitor and control should include all direct/indirect influence at construction period and operation period. Following environmental problems specified in EP evaluation should be intensively monitored and controlled: expropriation, removing and re-placement, soil and water loss, noise, dust emission, water quality of rivers, river deposit, solid waste and electromagnetic radiation. These problems may be reduced or eliminated through EP measures and environment 66) WiIA -_ M W it i 349 ® TIIE SECONDRAILWAYS SURVEY& DESIGN INSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project monitoring procedures. The environment monitoring plan to be developed at construction and operation stage are given in Table 6.3-1, and following words summary the key points of this plan. tS)M A--g Atu iR it R 350 ®k THIESECONI RAILWAYS SURVEYh DESIGNINSTITUTE EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 6.3-1 Environment Monitoring Schedule Monitoring Phases Monitoring Test Monitoring Monitoring Actuator Responsible Supervision Elements points parameters methods frequency organizations organizations Institute of Living introduction Ministry of Expropriation, Expropriation, ~~~~~~~standard, Uization Railways, local Removing and Expropriation, . Areas along the compensation Have a spot Utilization govemment Re-placement removing and Construction line for visit and check Semiannually / of Foreign and Department of re-placement expropriation Capital, environmental Ministry of and removing Southwest department Railways University lr All destructed , X~_.areas along the Environment Soil erosion 3 railway, Daily protection especially Site inspection supervision departments of City, district sharp slopes Soil and water railway and county _. Pd and borrow pits loss durng .Constructionadministration environment 5z up & spoil construction unt in shanghai, bureaus *:. R grounds that Quarterly Nanchang and soil and water Guangzhou loss may occur THESECON S &D NSIt R 351 ®THE SECONDSURVER &: DESIGN INSTITUTE OlF RAILWAYS35 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Monitoring Phases Monitoring Test Monitoring Monitoring Standards Actuator Responsible Supervision Elements points parameters methods frequency organizations organizations Railway Degree of Environment subgrade vegetation protection Environmental strengthening cover of water departments of Protection Operation and greening & soil Regular site Semiannually/ Operation railway Bureau in areas, conservation, inspection units administration municipality, especially and in shanghai, district and borrow pits & engineering Nanchang and county spoil grounds stability Guangzhou F)D Entrusted by Site_ visit, supervisio GB3096-93 Construction Environment 9- schools,67Site visit, sup" Standard Unit, each protection Environmental i E 9residentals E t tfTechnical Railway departments of Protection Equivalent to Specification Environmenta Bureau railway Bureau in 0 areas sound level A For I Noise Of (branch) administration municipality, : Environrnental Monthly environment in shanghai, district and .o Monitoring" Mrban Monitoring" ~Areas monitoring Nanchang and county Environmental station will Guangzhou noise carry out it Environiment Site visit, iBt 6-3 Eahprotection Environmental tt Technical Quarterly " Standard Railway departments of Protection 9 7 shoos,Euivlet t Spcifcaton after Of Bureau railway Bureau in Opertion residential sound level A For oprto, Evrnet Bac) administration municipality, areasEniom ta and annually 1 Noise Of Environmentin sagi,dsic ad Monitoring" later on Urban Monitoring Nncngad out Monitoring ~Areas " Station Nancangho and __county _ . ~~~Guangzhou W TIIE SECONDSLRVER & DESIGN INSTITUTE OF RAILWAYS 352 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Monitoring Phases Monitoring Test Monitoring Monitoring Standards Actuator Responsible Supervision Elements points parameters methods frequency organizations organizations 0D Entrusted by = r <. Daily Construction Environment Constuction psupervision Unit, each protection Environmental . o All dust,cof Railway departments of Protection Bureau aiway Bureau in Air quality construction of vehicle and Site inspection (branch) administration municipality, C)a -~points aonaogte teconstruction . railway line chneries Environment in shanghai, district and o machineries Quarterly Monitoring Nanchang and county Station will Guangzhou carry it out Entrusted by Construction Environment 5 super bridges, " Technical GB8978-96 Unit, each protection Environmental 15 major ec" Standard Railway departments of Protection Water bridges PH, oil, COD, Specification for Bureau railway Bureau in environment Construction construction SSaBOD 5 For Quarterly Comprehensi (branch) administration municipality, camps and Monitoring" ve Sewage Environment in shanghai, district and rivers Discharge Monitoring Nanchang and county Station will Guangzhou carry it out id ; -= a it R353 THE SECONDSERVER & DESIGN INSTITUTE OF RAILWAYS 353 EA Report onlReconlstructed Zhejianlg-Jfiangxi Railway Electrification Speedup Renlovation Project Monitoring Phases Monitoring Test Monitoring Monitoring Standards Actuator Responsible Supervision Elements points parameters methods frequency organizations organizations Each Railway Bureau Eniom t GB8978-96 (branch) Envrotcinmentomena Technical " tndr takes poeto niomna Eachstation PH, COD, SS, Specification for nardresponsibilitideatnsofPtcin OpertionEac staionBOD,, and For Quarterly C hr es, and railway Bureau in Operation and section petroleum etc. Environmnental Cmrhni Evrnetamnsrto uiiaiy Monitoring" ye Sewage Monitrng i shanghai, district and Discharge Saitonsing Nanchang and county be entrusted Guangzhou to carry it ______~~~~~~~~~~~~~~~~~~out. (~~~~~~~~ ~~~~~~~~~~~Line Environment inspection protection Environmental S. ;t ~~~~~~~~~~~~~~~~~~~~~departmentsof Protection Solid waste g osrcin GraeSite inspection /Construction ralyBueu n B- camp treatment Monthly untadministration municipality, imit ~~in shanghai, district and Nanchang and county ______~~~~~~~~~~~~~Guangzhou Environment Once Objective TO be protection Enviromnmental Electromagnet r~~ecstiepos f TV supervision evaluation of decided, to departmnents of Protection Elecromgnerceptrs Opeatin f sgnalto-ois Sit inpecion after normal acceptance be entrusted railway Bureau in ic radiation Oeain electromagnetic sigatio-nie St npcin operation (if visibility of by administration municipality, field rtoany color TV construction in shanghai, district and abnormal) signals unit Nanchang and county ______GG uuangzhou~~~~I an zh ou THlESECOND SURVERS &DESIGN INSTITTE OF RAILWAYS 354 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project * Land acquisition and emigration Prior to the construction, it is necessary to expropriate the land s for building railway, so the emigrations should be re-placed properly. Through environment monitoring and supervision, the land acquisition along the line after design can be guaranteed, and the quantity of emigrants should be reduced as possible. When emigrating, assist the emigrants in moving to other places, and provide them with suitable compensation. The people after removing will be trained properly, so that they can find out a new job. Through environment monitoring, the emigrants are under guarantee for proper compensation, and the training plan can be realized effectively. Through environment monitoring, it is also guaranteed that the living standard of emigrants is similar with or higher than the one before the emigration. Finally, it is guaranteed through environment monitoring that the old people, illiterates and farmers can obtain special treatment. * Soil loss Because most railways under design will cross over steep rock stratum and soft lands, soil and water loss would be the major problem during the construction. The scope of soil and water loss may be minimized by taking measures such as bypassing bad geological areas, making slope protection and greening on side slopes to control soil and water loss. In the jobsite, the environmental supervision people shall make sure that the technical measures to reduce the soil and water loss are implemented during the construction, and calvous lands are greened temporarily. Such supervision should include storage and site clearing technique, seeding, planting, sodding, and proper use of fertilizer and water, so as to make sure the vegetation can be restored quickly after the completion of construction. Make periodic inspection to soil and water loss within one year of trial operation stage, and make an inspection every 6 months (or perform the inspection just after a rainstorm). * Noise At the construction and operation stages of the Project, noise is always a problem to be resolved. The noise at construction stage includes noises of large sized machineries, large number of transport vehicle and blasting of tunnels. Measures to lower down the noise during the construction are as follows: the jobsite should be selected so that it is far from the living area; use high noise equipment only at day time; transport vehicle bypass schools, hospitals and residential areas, reduce vehicle driving at night time. At construction stage, noise monitoring should be carried out monthly close to sensitive receptors. It shall be guaranteed that the noise level at night complies with GB 12525-90 "Standard of Noise in Construction Field" and GB3096-93 "Standard Of Environmental Noise Of Urban Areas". The noise at operation stage is mainly from the operation of train (including noise of wheel track, locomotive whistling etc.). Such noise is quite awful in sensitive places (e.g. school and hospital etc) at night. Many 0 it 39 =h__ M iJ it PA ® TIEDAODIERKANCHASHEJIYUAN 355 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project noise prevention measures may be taken, such as install acoustic windows, build up acoustic barrier, and set up green belt etc. at operation stage, perform a monitoring after completion, and perform monitoring biannually at first 3 year after completion. * Air quality At construction stages of the project, the air quality is likely lowered down due to the dust emission and off gas of vehicle and other machineries. The method to control the dust is to periodically water the jobsite surface and cover the trucks with tarps when necessary. Make sure all transport vehicle and machineries are equipped with off gas control devices that comply with the standard. At construction stage, the environmental staff in the field shall perform quarterly monitoring to air quality; so as to guarantee all environmental protection measures in the schedule can be fully implemented. * Water quality At construction stages of the project, water quality is likely decreased due to the drainage of wastewater and sewage. At construction stage, the main problem is the pollution due to the wastewater from construction camp. Monitoring should be performed quarterly to check the drainage of wastewater and sewage in the construction camp, so as to guarantee the water quality can meet the requirement of irrigation of agricultural land. It also should be guaranteed that the wastewater from constructors' camp could be drained to the acequia only. At operation stage, the major threat to water quality is the wastewater from locomotive and the wastewater from the station. At operation stage, monitoring should be performed annually to check the water quality, so as to guarantee the water quality complies with GB8978-96 Drainage Standard. * River deposit River deposit and change of riverbed may occur at construction stage, including working in river and cofferdam construction. Environment protection measures include: prevent riverbank from erosion, set up bridges at proper sites, and reinforce river banks (including greening). Environment monitoring at construction stage include: approve the site for building up bridge, ensure riverbank protection measures are implemented. Such monitoring should be performed quarterly, sampling of river water, to determine the content of suspended solid material in river water. + Solid garbage treatment Monitoring should be monthly made to solid garbage treatment at construction stage, making sure garbage from construction camp is properly collected and stored in a < TIEO Di E RA- C iS it 356 TlIE DAODI ER KAN CH A SH EJ I Y UAN 35 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project closed container, and periodically transferred to local municipal garbage treatment plant. The solid garbage generated at operation stage of the Project includes: domestic garbage from the station and slag from boiler. Environment monitoring should be performed monthly, to make sure the domestic garbage is properly collected and the slag form the boiler is recycled for paving road etc. Passenger garbage shall be sent to local garbage treatment plant. * Electromagnetic radiation Monitoring should be made to check electromagnetic interference at operation stage of the Project, especially the area where electromagnetic protection measures is taken, to confirm the installation of community antenna and the efficiency of additional antenna height. Make a monitoring after the project is completed to determine whether electromagnetic protection measures are necessary or not. After electromagnetic protection measures are taken and community antenna is installed, make a monitoring to confirm whether the effect of community antenna can meet the requirement or not. 3) Monitoring report procedure The monitoring results shall be biannually submitted in written to each Railway Bureau (group) ZheGanLine Railway Construction Directorate (or submitted to each Railway Bureau during operation period). Railway Bureau (group) ZheGanLine Railway Construction Directorate (or submitted to each Railway Bureau during operation period) will arrange and keep these reports. These reports shall be taken as the basis for SEPA, Environmental Protection Office of the Ministry of Railways, World Bank to assess the environment protection work of each railway section and the basis to specify environmental protection measures when necessary. Monitoring report system is shown as in Block Diagram 5-1 below: ® in z It NM i it R 3 TIED AO DI ER KANC H AS H EJ IYU AN 357 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project SEPA EPO of MOR World Banl I Foreign Capital Center of MOR|I I Railway Bureau ( group ) Zhe-gan Railway Provincial EP .Construction Headquarter (construction time) Bureau Railway Bureau ( group ) ( running time ) EP Bureau of cit, county and Branch Bureaus, stations and section towns,%ip managements (running time) Environmental supervision and control units 6.4 Personnel training 1) Training of additional full-time and spare-time environmental staff during construction The Proprietor is to commission qualified units to carry out the training of full-time and part-time personnel in charge of environmental protection in the construction and supervision units of the project. It is recommended that, after the Project determines the construction unit and supervision company, Shanghai, Nanchang and Guangzhou Railway Bureaus will hold a environmental training seminar for the construction of Zhe-Gan electric railway within their own contractual section, which will cost RMB 150,000 Yuan in total. The subjects of the trainings are the responsible personnel for project technologies and administrative staff in the construction and supervision units. Lectures will include: - Laws, documents and requirements of environmental protection and water and soil conservation in project construction by the State, Ministry of Railways, Zhejiang Province, Jiangxi Province and Hunan Province ) La m -= sh 9 it i+ TI ED AO DI ER KANC H ASH EJ I YUAN 358 EA Report on Reconstructed Zhejiang-jiangxi Railway Electrification Speedup Renovation Project * The environmental protection measures put forward in the design and environmental protection requirements during the construction period * Guide to environmental protection of the project during the construction period. The training course will invite experts from supervision units and the responsible personnel for environmental protection design from the Environmental Protection Offices of Ministry of Railways, Bureaus of Environmental Protection of Zhejiang Province, Jiangxi Province and Hunan Province. 2) Training program for newly added environmental protection staff during the operation period Training programs for newly added environmental protection staff during the operation period shall be carried out by environmental protection departments of railway bureaus. Experts from colleges, scientific research institutes and operation units will be invited to give lectures or short-term training programs. The expense for the training is estimated as RMB 100,000 Yuan in total. (A) K iNX - lb iQ itw T I ED AOD IE R K AN C HAS H EJ IYU AN 359 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 7. Public participation 7.1 Overview Public participation in the project shall inquire about the opinions and wants of the people in all circles along the line in the aspects of impacts the project will have on the social and natural environment in places along the line. During the environment assessment, 2 rounds of public consultations have been performed. The first round of public consultation was performed in April 2002 during the preparation of environment assessment program and the second was performed in May to June 2002 and in September 2003 during the preparation of environment assessment report. Various kinds of public consultation methods were adopted, including public meeting, questionnaire, individual visit and group discussion. A total of 2580 personnel participated in the public consultation, including those directly affected by the Project, the related government organizations and non-goveornment organizations and environment experts. The affected local residents, local officials of the villages and towns and school teachers also participated in the public meeting. A total of 1986 masses accepted visit and 476 of them completed the questionnaire. The geographic area of the public participation covers the place directly influenced by the project, including Hangzhou, Zhuji, Yiwu, Jinhua, Longyou, Quzhou, Jiangshan, Yushan, Shangrao, Yiyang, Yingtan, Dongxiang, Nanchang, Zhangshu, Xinyu, Yichun, Pingxiang and Zhuzhou etc. Because the existing line covers several schools, hospitals and residential areas, the public participation will focus on the survey of ordinary residents, farmers, teachers and medical staff in hospital of the cities and towns along the line. The contents of the public participation will mainly be the understanding of the project, information sources, attitudes towards the project, suggestions and advices, living conditions of the survey targets, view towards the impacts on the local economy from constructing and operating the project and the major environmental problems after the railway construction. 7.2 Composition of Public Participation The 476 efficient Public Comments Questionnaire were completed by personnel of different ages, sexes, nationalities, occupations and titles. See table 8.2-1 for the detail composition. Some of the questionnaire were not completely filled mainly because some of the questioned problems were not related to them. For example, the townsman did not answer the disposition of the requisition of land and in some of the questionnaire, multi-choices occurred mainly because the informant paid attention to some problems at different period of times. For example, the railway noise is the main impact on the informant, they paid much attention to the locomotive blow and rail Vk ifl mX -- il- R 360 TIlE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project noises at daytime and rail noise when the train is running at night. Table 7.2-1 Composition of Public Participation Classificatio Farmer Worker Cadre Teacher Others Total n Number of 198 87 49 95 47 476 staff Percentage 41.6 18.3 10.3 20.0 9.9 100.0 (%) ______I_ _ _ Classificatio elementary Junior Senior Technical Junior Other n school school school secondary college/ s Total school university Number of 163 79 67 106 44/2 15 476 staff Percentage 34.2 16.6 14.1 22.3 9.2/0.4 3.2 100.0 Since the questionnaire was distributed at random, it can be seen from table 8.2-1 that the proportion distribution of the informant occupation and education shows un-uniformity, however it involves greater percentage and have wider representative. In the informant, the farmer, worker and school teacher are the main occupations, occupying respectively 41.6%, 18.3% and 20.0% of the informant. The informant educational level is mainly the elementary school and the technical secondary school, occupying respectively 34.2% and 22.3% of the informant and covering each levels from elementary school and university. The informants are mainly the residents from the regional areas effected by the ZheGanLine Railway Electrification Project. Therefore, the questionnaire fully shows the active participation and close attention to the population movement due to ZheGanLine Railway Electrification Project and of the environment problem and environment impact assessment. 7.3 Public opinion The implementation of the ZheGanLine Railway Electrification Speedup Renovation Project will improve the transportation condition and investment environment of the provinces, regions, cities and counties along the railway, and will meet the regional development requirement. At the same time, it will directly impact on the local economy, environment and resident living conditions. It will bring advantageous impact and adverse impact. A2,it$ = tua fa it 1R 361 O D THiE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 7.3-1 Investigation Statistics of Public Participation in the ZheGanLine Railway Electrification Speedup Renovation Project Percentag No. Contents Opinions Number e For 440 92.4% View towards Against 8 1.7% ZheGanLine Railway Line Electrification Neutral 10 2.1% Project Pay no attention to the 18 3.8% issue Full Understanding 78 16.4% Understanding of Partial Understanding 357 75.0% 2 ZheGanLine Railway Line Elect rfication Little Understanding 24 5.0% Pay no attention to the 17 3.6% issue Of great importance 363 76.3% The importance of the Of some importance 33 6.9% environmental problem 3 in ZheGanLine Railway Line Electrification No opinion 59 12.4% Project Pay no attention to the 21 4.4% issue Major environmental 4 problems caused by Electromagnetic pollution 119 25.0% ZheGanLine Railway Line Electrification Project Surface water pollution 80 16.8% Noise pollution 251 52.7% <;itDg @'t- S S#TT iOF PAIA 362 W THF.SECOND SURVER k DESIGNINSTITUTFE OF RAII.WAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Contents Opinions Number Percentag No. e Air pollution 31 6.5% Use of land and destruction of vegetation 62 13.0% Soil and water loss 12 2.5% Others 9 1.9% Pay no attention to the 24 5.0% issue Beneficial 282 59.2% The degree of influence Harmful 48 10.1% upon the environment by 5 the ZheGanLine Railway Line Electrification Neutral 119 25.0% Project Pay no attention to the 27 5.7% issue Alleviation of surface 21 4.4% water pollution Reduction of air pollutant 97 20.4% emission The main benefits of the Convenience in 343 72.1% 6 construction of the transportation project are: Other 25 5.3% Pay no attention to the 31 6.5% issue 7 The impact that the Beneficial 396 83.2% ZheGanLine Railway Line Electrification Project will have on the Harmful 8 1.7% local economic TEECiO N - &jD N O RI 363 THE SECOND SURVER& DESIGN INSTITUTEOF IUILWAYS36 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project No. Contents Opinions Number Percentag e development Neutral 46 9.7% Pay no attention to the 26 5.5% issue Beneficial 81 17.0% The impact of Harmful 18 3.8% ZheGanLine Railway 8 Line Electrification Project will have on your Neutral 349 73.3% income Pay no attention to the 28 5.9% issue Unbearable 191 40.1% The impact that the Slight 59 12.4% railway noise from the 9 ZheGanLine Railway Line will have on your Normal 202 42.4% life Pay no attention to the 24 5.0% issue Locomotive whistle 337 8% Wheel noise of 373 78.4% locomotive Broadcasting in train 29 6.1% Which kind of railway station 10 noise influences you most Operation of 1 0.2% regimentation group Other 16 3.4% Pay no attention to the 24 5.0% issue THESECOND SURVR_ D NMS EOF I S 364 ®THE SECOND SUVEraa DESIGNINSTITUTE or RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Opinions Number Percentag No. Contents e Protective screen of noise 100 21.0% Noise protective window 91 19.1% Move 99 20.8% Which measure do you think should be taken to Greening 76 16.0% control the railway noise? Improving designs 106 22.3% Other 20 4.2% Pay no attention to the 27 5.7% issue Great 81 17.0% The impact that the Slight 99 20.8% ZheGanLine Railway 12 Line Electrification Project will have on the Ordinary 117 24.6% use of agricultural land Pay no attention to the 28 5.9% issue Financial compensation 246 51.7% Job solution 54 11.3% 13 View of land acquisition Other 12 2.5% Pay no attention to the 22 4.6% issue 14 Opinion on resettlement Active cooperation 182 38.2% 6lA+iA- m - m 3V Q itt R 365 THE SECONDSERVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project No. Contents Opinions Number Percentage and building Demand for better demolishing conditions 123 25.8% Compensation in square 100 21.0% footage Other 21 4.4% Pay no attention to the 22 4.6% issue The opinions of the local residents and units towards the implementation of electrification project are varied. The conclusion of the investigation is as follows: 1) Since the new concept of construction of road to become rich after reform and opening up has been accepted by the people, the 91.4% of the informant expressed that they know the matter, the 83.2% of the informant believed that the construction of the railway project will push the development of the local economy, and the 96.9% of the informant believed that the project will improve transportation environment along the railway and the air environment. They believe this is a real thing to benefit the society and the people, therefore, the 92.4% of the informant supported the construction of the project. Even the residents who live near the railway station expressed high attention and understanding although the train blowing will greatly impact on their daily life. They believe that the national project shall be supported. All these shows that the project meet the requirement and desirability of the great masses of the people. 2) The 76.3% of the informant believed that the environment problem of the project construction is the most important and the 59.2% of the informant believed that the construction of the project will bring advantageous impact on the environment, which shows that the public paid much attention to the environment problem associated with the project construction and the public environment consciousness is improving. 3) In the investigation of the main environment problems caused by this project construction, the 52.7% of the informant most of whom live near railway, railway station or other vicinity areas believed that railway noise pollution will be the most serious problem. The 25.0% of the informant who live both sides of the railway believed that electromagnetic pollution is also important. There are 16.8% of the informant who believed that the surface water pollution is important. Most of them live near railway drainage channels. 13.0% of the informant expressed their concern to the land occupation and vegetation damage. The 6.5% and 2.5% of the informant concerned the environment problems such as air pollution, soil THESECONi SV & S NS iE O t RL 366 ® THE SECONDSURVER hDESIGN INSTITUTEOF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project and water loss. In the special investigation of the railway noise, the 70.8% and 78.4% of the informants who are living on both sides of the railway believed that the locomotive blowing and rail noise when train is running is a great impact. They suffered the noise at daytime and at night. At daytime, people is sensitive to locomotive blowing due to interference of traffic noise and social noise around, while at night, people is sensitive to rail noise generated through running of train as the noise around is low. Only 6.1% of the informant who are living around the station believed that the broadcasting in railway station is a great impact. In the investigation of the impact of railway noise on the resident life, 40.1% of the informant believed that the noise is too great to bear, 42.4% of the informant believed that the noise is common noise and 12.4% of the informant believed that the noise is slight. This is because ZheGanLine Railway is an existing railway which has a history of one hundred years. The affected population along the railway already accommodated to the railway noise. Therefore, more than half of the population can accept the noise and are willing to accommodate the changes of acoustic environment. Those who can not bear the noise are residents who moved near railway in recent years and those who are valetudinarianism and old folks. As for rectification measure of railway noise, the public put forward many proposals. The rectification proposals of acoustic shielding, acoustic isolation window, optimized design proposal, removing and tree planting accounted respectively for 21.0%, 19.1%, 22.3%, 20.8% and 16.0%. As the rectification measure of railway noise is of much specialty, the public understand less and is lack of the related knowledge and information. From the questionnaire, the public showed much attention and wishes to the noise rectification. 4) In the investigation if the construction of ZheGanLine Railway electrification project is facilitate improvement of economic income, 17.0% of the informant believed that the project will be favorable, 73.3% believed that the project will be common and 3.8% believed that the project will not be favorable. ZheGanLine Railway electrification project will adopt allocation and compensation measure, and the railway operation also will provide work opportunities to the local residents, which will basically maintain the living standard of the local residents. Therefore, most of the informant believed that the ZheGanLine Railway electrification project will be favorable to their income. Only few informant believed that the project will not be favorable . 5) In the area of the impact on the agricultural land occupied by the construction of ZheGanLine Railway electrification project, 20.8% of the informant believed that the impact is slight, 24.6% of the informant believed that the impact is common and 17.0% of the formant believed that the impact is great. This is because that TIlE EiCON = DIA iN IL.AY.S 367 W TIIE SECONDSURVER & DESIGN INSTITUTE OF RAILWAY.S36 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project the farmers have changed their concept to become rich only relying on agricultural activity, and because the railway project will occupy less land and the impact on agriculture is less as it is a linear project. In area of disposition of land occupation, 51.7% of the informant believed that reasonable compensation shall be provided, 11.3% of the formant wished to obtain employment and 2.5% of the informant believed that compensation can be solved through other method. Most of the informant whished to get reasonable economical compensation for the land requisition, which is related to the present market economy environment and economic awareness of the farmers. Most of the farmers who participated in the investigation broke away the old concept to become a worker through employment and put forward the idea to get economic compensation. In the area of removing and allocation, 38.2% of the informant wished to provide cooperation of the removing work by the associated departments, 25.8% of the informant wished to be allocated nearly and the conditions improved. There are also 21.0% of the informant who wished their houses to be rebuilt and 4.4% of the informant did not agree the removing or put forward other requirements mainly because these informant did not trust in the removing and allocation policy and compensation implementation process, and concerned their own interest. 6) There are many schools, hospitals and resident uptown along the existing ZheGanLine railway. The opinions from the schools, hospitals and individuals are as follows: (1) The main environment problems caused by railway are noise impact and safety. (2) In mitigation measures to be adopted, most of the informant are willing to adopt measures such as acoustic shielding, acoustic isolation window, tree planting and etc to mitigate the impact. (3) Most of the informant believed that the city construction and plan shall be combined with railway construction, especially the plan and construction of schools. The noise impact is one thing to be considered and the safety is another to be considered. 7.4 Opinions from local governments and experts From the feasibility research stage, the Ministry of Railways and Survey and Design Institute have been negotiating with the local governments. In the designing stage, the engineering institute and local governments agreed upon electricity supply, water supply and water drainage. Local governments sent staff to attend the forum of the project feasibility research. The environmental protection bureaus from local governments (national, provincial and regional and municipal) invited experts to attend the audit of the environmental impact assessment and made comments on the Vk in M - &m Q it R 368 W TIIE SECONDSURVER & DESIGN INSTITUTE oF RIULWAYS36 EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project assessment content, depth and implementation standard. Environmental protection bureaus from local governments (national, provincial and regional and municipal) invited experts to attend the pre-audit of the report on the environmental impact assessment and made comments on the report. 7.5 Summary ZheGanLine Railway Electrification Project is supported by the majority of the public and the environmental problems are given a great deal of attention from the public, especially problems like railway noise. Some of the interviewees hold reservations or negative opinions towards the project construction, for building demolishing, resettlement and personal income. 7.6 Feedback and practice of public participation information Allocation groups have been set up in each railway administration bureau, which conducted field investigation along the railway on land requisition and removing and prepared allocation action plan according to national and local government policy and actual situations. In consideration of strong reaction of the railway noise and much attention to the safety by the public, the assessment organization discussed the above comments and fed back to the engineering design. In the design, noised mitigation measures such as optimized line proposal, installation of acoustic isolation window and construction of acoustic shielding will be adopted in more than 60 locations such as resident areas and schools where the noise will exceed the standard. At the same time, isolation fence shall be set up at the sections where the train speed will be up to 140Km/h. After a period of operation time, seamless long rail will be used to mitigate noise. In order to mitigate the isolation impact on some villages and towns, a total of 493 channels and 298 over bridges were designed, with average one channel/650m. This is also the farthest distance to come across the railway in theory. If calculated in villages, there are 3.4 channels/village. The height of the channel considered the passing requirement of various agricultural machines in the future. 7.7 Information Disclosure According to the environment impact assessment process requirement of China and the World Bank, the Environment Impact Assessment Program, Environmental Management Plan and part of public consultation records were issued at public locations such as libraries and villages to facilitate reference of the people. In addition, the project information and feasibility report was published on the newspapers, + iag -- m m I it k 369 THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Project broadcasting and TV of the three provinces along the railway and Xinhua Network, China Transportation Network ( all are network stations covering the whole country), Foreign Capital Center of MOR, Second Railways Survey & Design Institute and World Bank (China) Network Station. See tables 7.7-1 and 7.7-2 for public consultation and Information Disclosure. The final environment assessment report by the environment assessment group will be issued once the report is completed. Table 7.7-1 Public Consultation Content Investigator, Time Location Bank policy Railway academy of sciences, Second Resident homes, Environmet.Survey and Design offices of villages Environment Institute of China and towns, school program, group Railways(project April-May 2002 offices, OP4.01 individual visit group), residents, , administration iual ve.ist school teacher, organization doctors, nurses and offices along the in hospitals and railway _government staff Railway academy of Environment sciences, Second Resident homes, report first draft, Survey and Design offices of villages public meeting, Institute of China and towns, school special visit and Railways(project June-July 2002 offices, OP4.01 group group), residents, , administration discussion, field school teacher, organization investigation and doctors, nurses and offices along the questionnaire in hospitals and railway government staff Railway academy of Environment sciences, Second Resident homes, report revised Survey and Design offices of villages draft, public Institute of China and towns, school meeting, special Railways(project September-October, offices, OP4.01 visit and group group), residents, 2002 administration discussion, field school teacher, organization investigation and doctors, nurses and offices along the questionnaire in hospitals and railway I government staff I TIfF SECONDS = D I iE01 R 370 ®W TIIE SIECONDSURVER & DESIGN INSTITLUTE or RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project Table 7.7-2 Information Disclosure Time Location Issuance content Station Report "ZheGanLine Railway March 12, 2002 Jiangxi Provincial Broadcasting Station Electrificatonenoaio , ~~~~~~~~~~~~~ElectrificationRenovation " March 14, 2002 Zhuzhou City Broadcasting Station "Report "ZheGanLine Railway Electrification Renovation" March 15, 2002 Zhejiang Provincial Broadcasting Report "ZheGanLine Railway March2002 15, Station Electrification Renovation" Jiangnan Urban Daily (a comprehensive Report "Railway Authority is to JlagnnDaly(a Uba omrehnsveinvest 9,000,000,000 RMB to March 9, 2003 daily which has the most influence in Elect Renovation to of lJiangxiJinx,rvne Province) ZheGanLineElectrification Railway" Renovation Rednet (a comprehensive network Report "Railway Authority is to March 10 2003 station of Hunan Provincial Party invest 9,000,000,000 RMB to March1,2 Committee and Govemment) Electrification Renovation of (http://www.rednet.com.cn) ZheGanLine Railway" Information Daly (a comprehensive Report "Near 10,000,000,000 RMB August 28, daily for information in Jiangxi is to invest to ZheGanLine Railway, 2003 P 6 hours from Nanchang to Province) Hangzhou" Report "Near 10,000,000,000 RMB August 29, Jxnews (sponsored by Jiangxi Daily) is to invest to ZheGanLine Railway, 2003 (http://wwwjxnews.com.cn/) 6 hours from Nanchang to Hangzhou" Report " ZheGanLine Railway August 28, (http://wwwajxcn cn) Electrification Speedup 2003 (http://www.jxcn.cn) Renovation" Report " ZheGanLine Railway August 28, Xinhuanet Jiangxi Channel Network Electrification Speedup Renovation, 2003 (http://wwwjx.xinhuanet.com) 1 kilometer/i minute is to speedup" August 28, Xinhuanet Shanghai Channel Network Report " ZheGanLine Railway 2003 Station Electrification Speedup (http://www.sh.xinhuanet.com) Renovation " ChinTransportation Broadcasting Report "ZheGanLine Railway begin China Transportation Broadcasting Electrification Speedup Sept. 10, 2003 Network Station (http://www.eroute.com.cn/) Renovation " lChangsha Evenig Paper (a Report on Changsha Evening Paper Sept. 10 2003 comprehensive daily which has the most A7 "ZheGanLine Railway Begin Sept.1,2 influence in Hunan Province) Implementation of Electrification Speedup Renovation" station of Changsha Report "ZheGanLine Railway Csonline(a Csnlneanetworketor satonofChngha Begin Implementation of Sept. 10, 2003 Evening Paper) EectifIcation rpeedup Speedup , ~ ~~(tt:coln.crcn(http: //csonline.com. cn) Renovation"Electrification a1Win M -:-- TJ fl it MG 371 ® THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Project Libraries in Quzhou, Jinhua and Zhuji Cities in Zhejiang Province, Nanchang, January, 2004 Shangrao, Yingtan, Xinyu, Yichun and Environment Assessment Abstract Pingxiang Cities in Jiangxi Province, and Zhuzhou City in Hunan Province Reference libraries of Shanghai Railway Environment Assessment Abstract, January, 2004 Bureau, Nanchang Railway Bureau, Administration Environment January,20 Guangzhou Railway Group ZheGanLine Program and Environment Railway Construction Directorate Assessment Report January, 2004 Network Station of Second Survey and Environment Assessment Brief Design Institute of China Railways Introduction January, 2004 Network Station of World Bank (China) Environment Assessment Brief "ZheGanLine Railway Begin February I, Implementation of Electrification ury, Jiangxi Daily Speedup Renovation" and Information Proclamation of Environment Protection "ZheGanLine Railway Begin February I, Implementation of Electrification ry , Hunan Daily Speedup Renovation" and Information Proclamation of Environment Protection "ZheGanLine Railway Begin Implementation of Electrification February 1, Zhejiang Daily Speedup Renovation" and 2004 Information Proclamation of Environment Protection 6t~ ia z - b VIEVt Ttrx 372 TIIE SECONDSURVER & DESIGN [NSTITUTE OF RAIITWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project 8. Conclusion 8.1 Rationality of Line Selection ZheGanLine Railway is one of the national trunk railways. The ZheGanLine Railway is the most important, westward running artery that runs east-to-west south of the Yangtze River. The line is an important component of the multidirectional framework system that extends in all directions inside China and is an important link in the main artery. The line is also an important component in the express passenger transport system of China of the linked railway lines. The Project is the existing railway renovation work. During the line selection, in accordance with the Project technical standard, considerations have been taken in the following aspects: the first is to protect scenery spots, natural protection area and the important human landscapes and Cultural Property historic site; the second is to protect environment long the line, to mitigate damage of vegetation so to prevent soil and water loss and meet the requirement of flood discharging; the third is to be compatible with the plans of provinces, cities and towns along the railway so to prevent the division of the existing towns; the fourth is the running of the railway will basically go along the existing railway considering the present impact on the towns. In the sections of Zhuji City, Quzhou City, Longyou County, Dongxiang County, Luxi County and Liling City, new railway shall be constructed to clear the cities. On both sides of the Project, the human development is busy. In addition, since the long period operation of the existing railway, there is no natural protection area, scenery spot and sensitive zoology area such as wild animal and plant habitat. The present selection will cause less damage to the natural environment and less interference to towns. The economic rule will be obvious, meet the general plans of the towns and meet the unified principle of Social Benefit, Economic Benefit and Environment Benefit. Therefore, the line selection is rational. 8.2 Assessment Conclusion of Present Environment Status *> 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 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. AIAMfl Wg = Mv iQ Tt 1t 373 ® THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Project * The Project acoustic environment is greatly impacted by the existing ZheGanLine Railway and highway along the railway and social life. Within 60m on both sides of the existing railway, the standard exceeding phenomenon will occur due to locomotive blowing and train running noises. Beyond 60m and the areas near new constructed railway, it is impacted by highway and human activity. The acoustic environment quality in common areas is good. * The rivers such as Puyangjiang River, Jinhuajiang River, Qujiang River, Xinjiang River, Ganjiang River, Yuanshui River, Lushui River and Xiangjiang River and their branches that the Project will pass by are seasonal rivers and the annual water flow change greatly. According to the perennial monitoring data of the environment authorities along the railway, the sewage discharging volume is great due to rapid economic development. In addition, due to limitation of the river flow and self purification capacity, the water quality of each river is polluted by industrial pollution sources and domestic wastewater of the local residents. * The air environment quality in the regions and cities along the railway basically meet the Class II standard in environment air quality standard except less cities. The main pollutants are TSP, S02, NOx. * Cultural Property historic site: according to field investigation and the data that the Cultural Property authorities already have, at the location of the existing railway K228+000-K232+000, the railway will pass Shitatou Han Dynasty Mausoleum near Donghuashan in Longyou County, Quzhou City, Zhejiang Province, which is a county level Cultural Property protection organization. 8.3 Assessment Conclusion of Environment Impact 1) Construction period The main potential environment impact and the corresponding mitigation measures are as follows: * During railway construction, soil and water loss may occur due to damage to and interference of the original surface vegetation and soil. The soil erosion areas including deep excavation and high backfill section, borrow yard, spoil yard, temporary construction yard, special geological section and other surface soil interference section. According to model calculation result, the soil loss of the entire project during construction phase will be near 595 X 104t, more than the existing intensity of soil erosion. During the initial several years of operation, soil erosion phenomenon still will occur as the vegetation has not been completely restored. % inK X, _ V icR.itt 1 374 ® THE SECONDSURVER & DESIGN INSTITUTE (IF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project + The noises during construction phase are mainly from construction equipment. The predictive result of noise additive effects attenuation model indicates, the national standard can be met beyond 60m at daytime and 120m at night. Therefore, within 60m at daytime and 120m at night, it will cause obvious impact on the resident life. * 5 outsize bridges and 15 large bridges across the river will be constructed in the Project. The construction of these bridges will impact on the surface water quality. The impacting method is the oil may leak into the river, the construction under water will cause silt to be suspended, the loss of abandoned construction waste or construction material, construction clay mortar and domestic wastewater near construction site. If not managed well, these activities will cause surface water in construction site and near construction camp site to be polluted. These pollution will impact the a certain length of downstream of the bridges for a period of time after completion of the construction. * The main air pollution in construction phase is construction dust. The construction dust is mainly from uncompleted road foundation, laydown areas and transportation road. There are many reasons that cause the dust, including weather conditions (mainly wind direction, wind speed, air humidity) and construction activity. The impacting scope can extend 150-200m from the construction site and both sides of the road. * Health risk and the transient population during construction phase: the increase of transient population will bring risk of contagion to the project area. The unhealthy habit of the construction staff may infect hepatitis and AIDS to the local residents or other construction staff. * Safety problem is mainly the damage to the residents living along the railway, particularly the children who has no safety consciousness, as the there is no isolation facility for the construction site due to linear railway construction. The shoot off stones during blow up construction and the explosion itself are potential safety hidden trouble to the residents living near the construction sites. * The impact of land acquisition and removing activity during construction period on environment is permanent impact and the others are temporary impact. 2) Main Impact on Environment during Operation Period * Impact on ecological environment a6)in MW = 4j it ;+R 375 ® THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Project The line selection of ZheGanLine Railway was strictly compared. The railway will go basically along the existing line. As the human development along the railway is frequently and the long term operation of the existing railway, there are no natural protection areas, scenery spot and sensitive ecoregion such as inhabit for valuable and rare animals and plant within construction scope. There are no valuable and rare plants and famous trees protected by the government within the Project scope. There are man planted trees in the areas that the railway will pass by, which will be cut off and removed 1130.6 thousand with implementation of the project, most of which are man planted tress. Therefore, woodland resource will not be impacted. In the 43309.7 acres of land requisition for the Project, of 75% of land requisition are paddy field and dry land used as project construction, and 10% of land requisition are badland, 8.0% of land requisition are woodland and economic tree land and 7.0% of land requisition are others. After implementation of the Project, the railway station, railway foundation and other production organizations will supersede the original semi-natural ecosystem with agricultural activity as the main part, which will loss the part of or all of the original land function, causing certain impact to the local agriculture and aquaculture. As the landform and physiognomy is flat, the entire project will be mainly performed with backfill foundation. The total earthwork is 6404.95 X I 04m3, of which the excavation work is 3863.63 X 104m3, backfill 2541.33 X 104m3, excavation used as backfill 1422.05 X 104m3, taking earthwork 1200.01 X 104m3, purchased earth 135.71 4 3 X 10 m , discharged 2217.61 X 104m3, and channel stone used as backfill material 7.53 X I0 4m3. The surface soil shall be excavated in earthwork, the original natural landform and physiognomy will be damaged, especially during construction phase, great interference will be caused. After excavation, soil and water loss may be easy to occur in the exposed surface in rainy season, with the soil and water loss strong grade reaching intense. * Acoustic Impact on Environment The environment assessment group forecasted the noise level of 113 concentrated residential areas,39 schools and 5 hospitals along the railway in 2011 (recent operation period) and 2016(future operation period). The result shows: As for 113 concentrated residential areas, at the location 30m away from centerline of the railway, the recent equivalent continuous class A acoustic level will be 63.2- 71.1dB at daytime and 56.9-70.5dB at night. The future equivalent continuous class A acoustic level will be 63.9'-71.9dB at daytime and 57.5'-71.2dB at night. Compared to the standard GB12525-90, the recent acoustic level at daytime and TIlE, SC R &DSN IN Q F iTt R 376 ®MiE SECONDSUKRVER &r DESIGN INSTlI'FTE OF RAII-WAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project night will exceed standard by 0-1.1 and 0-0.5dB, while the future acoustic level at daytime and night will exceed standard by 0-1.9 and 0-1.2dB. The reason is the noise caused by railway operation. For the first row of residential house within 30m, the recent equivalent continuous class A acoustic level will be 66.2-74.8dB at daytime and 66.5-72.9dB at night. The future equivalent continuous class A acoustic level will be 66.9-74.2dB at daytime and 66.2-73.4dB at night. Compared to the standard GB12525-90, the recent acoustic level at daytime and night will exceed standard by 0-3.6 and 0-2.9dB, while the future acoustic level at daytime and night will exceed standard by 0-4.2 and 03.4dB. The reason is the noise caused by railway operation. In the residential areas within 30-60m scope, the recent equivalent continuous class A acoustic level will be 58.3-72.1dB at daytime and 54.6-70.3dB at night. The future equivalent continuous class A acoustic level will be 59.9-72.3dB at daytime and 55.4-71.2dB at night. Compared to the standard GB3096-93 Class 4, the recent acoustic level at daytime and night will exceed standard by 0-2.1 and 0- 0.3dB, while the future acoustic level at daytime and night will exceed standard by 0-2.3 and 0-1.2dB. The reason is the noise caused by railway operation, traffic noise by highway and social noise. In the residential areas beyond 60m, the recent equivalent continuous class A acoustic level will be 61.4-67.6dB at daytime and 55.4-64.4dB at night. The future equivalent continuous class A acoustic level will be 62.1-67.8dB at daytime and 56.1-65.0dB at night. Compared to the standard GB3096-93 (with class 2 as standard), the recent acoustic level at daytime and night will exceed standard by 1.4-7.6 and 5.4'14.4dB, while the future acoustic level at daytime and night will exceed standard by 2.1-7.8 and 6.1-15.OdB. The reason is the noise caused by railway operation, traffic noise by highway and social noise. As for 39 schools and 5 hospitals, the recent equivalent continuous class A acoustic level will be 57.0-71.3dB at daytime and 55.4-70.6dB at night. The future equivalent continuous class A acoustic level will be 57.5-71.8dB at daytime and 56.1-71.2dB at night. Compared to the standard GB3096-93 Class 2, the recent acoustic level at daytime and night will exceed standard by 0- 11.3 and 5.4-20.6dB, while the future acoustic level at daytime and night will exceed standard by 0-11.8 and 6.1-21.2dB. The reason is the noise caused by railway operation and traffic noise by highway. In addition, in sections of Zhuji City, Quzhou City, Longyou County, Dongxiang County, Luxi County and Liling City that the existing railway will pass by, there are many noise sensitive receptors. Since the railway will be newly constructed in these sections, the noise impact after implementation of the Project will disappear. * Aquatic Environment Impact In operation period, the sewage sources are mainly locomotive depot, waste water that a3Dit ffI -= V,FR Q t r 377 ® THE SRCONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Project contain oil discharged from production sections such as vehicle section and domestic wastewater discharged from each station. The total wastewater will increase to 77453m 3/a. Since electric locomotive will be adopted, the pollutants such as CODcr, BOD5, and SS in wastewater discharged from production organizations will be reduced. Since the increase of additional railway staff and passengers, the pollutants such as plant and animal oil in wastewater discharged from each station will be increased. The production wastewater from Shangrao locomotive depot, Yingtan Locomotive Depot, Nanchang Locomotive Depot, Xiangtang locomotive depot and Jinhua East locomotive turnaround depot, Jinhua West locomotive turnaround depot, Xiangtang West locomotive turnaround depot, Xinyu locomotive turnaround depot, Pingxiang locomotive turnaround depot, Zhuzhou North locomotive turnaround depot and the domestic wastewater discharged from Jinhua Station area, Shangrao Station area, Yingtan Station area, Nanchang Station area, Xinyu Station area, Pingxiang Station area, Zhuzhou Station area can meet the wastewater discharging requirement after treatment. As suggested by the assessment group, the new constructed Zhuji passenger station, Zhuji East Station, Yiwu Station, Quzhou passenger station and Shangrao Station shall be incorporated into municipal sewage treatment system for disposition. Taking the above measures, although the wastewater is increased, the main pollutant discharging quantity is reduced. The main pollutant discharging quantity, reduction quantity and reduction ratio after completion of the Project is as follows: CODcr will be 1689.77t/a, 56.68t/a, 3.2%; BOD5will be 589.61t/a, 78.18t/a, 11.2%; SS will be 762.01t/a, 79.29t/a, 9.4%; Petroleum will be 3.27t/a, 12.64t/a, 79.4%. * Impact on the Air Environment After implementation of the Project, the existing gas engine locomotive will be replaced by electric locomotive. Since the change of energy type, the pollutant discharging quantity will be less than the existing railway, with the smoke reducing to more than 86.9%, SO2 to more than 70.27%, Nox to more than 86.7% and CO to more than 80.21%, which will play an advantageous role to the improvement of the air quality along the railway. * Solid Waste Environment Impact After implementation of the Project, with the increase of additional railway staff and passengers, the domestic waste and train waste generated from each station and section will also increase. The new added waste will be 23738.7t/a, the new added train waste will be 25575 t/a. The train waste will be placed after bagged in Jinhua, Quzhou, Shangrao, Yingtan, Xiangtang, Nanchang, Xinyu, Yichun, Pingxiang and Zhouzhou passenger stations. The waste from passenger trains and railway stations and sections will be transported to the designated locations for disposition after collection. Therefore, there will be obvious impact on the environment along the railway. 6A) iAK M - Mt V RO 378 THE SECONDSURVER & IDESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project * Electromagnetic Environment Impact After implementation of the Project, a new environment impact, electromagnetic pollution will occur. When electric locomotive is running at high speed, electric spark will occur when locomotive electric bow isolate transient with catenary, forming electromagnetic radiation. Its formation has fortuity and randomness, and this high frequency electromagnetic radiation will impact on the TV receiving with 40m from railway (mainly 20m). Through measurement and pre-estimate of 43 channels of 11 electromagnetic sensitive receptors, 16 channels that meet the requirement of field strength of television signal and signal-to-noise ratio reduced to 10 channels. The signal-to-noise ratio of other channel reduced at different extent. According to investigation, the towns and villages with 40m from the Project have realized efficient closed-circuit television signal transfer or optical fiber transfer through "China Broadcasting and Television Ministry Village Project". Therefore, electromagnetic pollution after completion of the Project will be minimal. + Social Economy Impact A total of 43309.7 acres of land will be expropriated for the Project, of which temporary expropriated land will be 7951.8 acres. The removing houses will be 151.0889X 104m2. Since the large quantity of land acquisition and house removing, the local land resources will be impacted. The construction of the Project will bring more convenient transportation for the areas along the railway, will expedite the human flow, material flow and information flow, and will benefit the circulation of the local industrial and agricultural products to the outside world. The construction and operation periods of the Project will provide many work opportunity, which will increase income of the residents and the local farmers along the railway. The convenient transportation will bring many tourists to consume at the local areas. The improvement of infrastructure conditions will help attract foreign investment. All of these will help improve local economy and change the economy status along the railway. After implementation of the Project, the fully enclosed railway may isolate the village and the field into 2 sides of the railway. A total of 145 villages and resident areas will be isolated at different extent. This impact was considered when the Project design was conducted. A total of 493 channel and 298 over bridges have been designed, with average one channel/650m. A total of 3070 culverts and 687 bridges have been designed. The impact of the Project on water facilities has been designed to the minimal extent. According to field investigation and the data that the Cultural Property authorities TIIE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS EA Report on Reconstructed Zhejiang-Jiangxi Railway Electrification Speedup Renovation Project already have, at the location of the existing railway K228+000-K232+000, the railway will pass Shitatou Han Dynasty Mausoleum near Donghuashan in Longyou County, Quzhou City, Zhejiang Province, which is a county level Cultural Property protection organization. In addition, Cultural Property historic site may excavated by accident during railway construction. If rapid and proper measure can not be taken, Cultural Property historic site may be damaged. The construction of the Project may damage the landscape, mainly form the interference between the existing natural landscape, railway landscape and landscape environment. The main constructions which will cause environment impact are extreme deep excavation and high backfill sections that will interfere surface landscape, large bridges, spoil yard, borrow yard and large buildings that are not compatible with the around environment. * Public Participation and Investigation Result The assessment group conducted 2 rounds of organized public consultation, one was in preparation of environment assessment program and the other was in preparation of environment assessment report. The affected residents, local government and non-government organizations were incorporated in the work scope. Efficient method has been adopted in the public consultation, including public meeting, questionnaire, individual visit, group discussion and etc. the important information such as preparation of environment assessment program and environment assessment report, and public consultation plan has been issued locally. The public gave great support and understanding to the Project. They believed that the Project will play expediting role to the local economy and social development and will facilitate traveling and work. The most concerned problem by the public is the land occupation, compensation problem of the removing, community isolation, noise pollution and how to mitigate these impacts. 8.4 Estimated Investment on Environment Protection VA jA Z = R V .~ R,-r380 TllE SECONDSURVER & DESIGN INSTITUTE oF RAILWAYS EA Report on Reconstructed Zhejiang-JiangxiRailway Electrification Speedup Renovation Project Table 8.4-1 Estimated Investment on Environment Protection Environment Cost Remarks protection items Content (ten Yuan)thousand Translation and Preparation and translation cost edition cost of of environmental impact 55 environmental impact assessment report assessmentsessenreport Training of dedicated and part time environment protection 15 staff during construction period. Staff training Training of additional dedicated and part time environment 10 protection staff during operation l ______period. Environment Environment supervision and Estimated in 150 supervision and control during construction 60 thousand control cost period Yuan/year Environment Environment measurement Estimated in 350 175 thousand measurement cost during construction period Yuan/year Preparation and translation cost of Preparation and translation cost program of program implementation for 30 implementation for land requisition and land requisition and emigration allocation emigration allocation Monitoring cost for Monitoring for land requisition land requisition and and emigration allocation 36 emigration allocation anemgtinlocin Acoustic shielding at 67 Noise mitigation locations and acoustic isolation 8057.5 window at 10 locations Project protection of main Environment project such as roadbed and protection and water station, and soil taking and 22785 and soil conservation discharging fields Water pollution Sewage treatment facility 12120 mitigation Electromagnetic Preserved one-off compensation 5.7 pollution mitigation cost for radio vision user Cultural Property investigation 60 Estimated as in Cultural Property and survey cost the design protection Calculated as Excavation cost actual cost occurred Total 43409.2 The estimated environment protection cost for the Project is RMB 434.092 million Yuan and the total project construction cost is RMB 13.94 billion Yuan. The environment protection cost accounts 3.1% of the total project investment. aiz SgI -_ A 3V d tt R381 THE SECONDSURVER & DESIGN INSTITUTE OF RAILWAYS