9 Water Environment Impact Assessment
9.1
General
9.1.1
Introduction
E2646
V2
The project is the newly built railway project. There are 9 new stations, 8 of them are for the life water
supply, 1 for the water provision. The life water supply station are Bingxi, Bingzhou, Shengli, Fangzheng,
Gaoleng, Dalian River, Yilan, Hongkeli Station; the water provision stations are Eastern Jiamusi
Station(the old Eastern Jiamusi Station closed and moved to the newly built Eastern Jiamusi Station.
The project newly built the Jiamusi Motor Train parking yard and Eastern Jiamu Dispatched Locomotive
Back-turning Section.
The old station has 1: Jiamusi Station for the water provision.
9.1.2
Evaluation
1． Evaluation Factors
On the basis of the sewage drainage features of the railway manufacturing and life facilities, the
evaluation factors of Domestic Wastewaterat each station after openning were determined as PH, BOD5,
CODcr, SS and Ammonia Nitrogen; the manufacturing evaluation factors were PH, CODcr, SS, and
petroleum.
2． Evaluation Methods
Analyzing with the standard index method, single water quality standard index fomula is :
Ci
Si＝
Cs
In fomula:
Ci：the actual measured density of the polluted matter i（mg/l）
Cs：water environment quality standard or discharge standard of the polluted matter i
（mg/l）
Si：standard index of the polluted matter i
If the water quality parameter standard index>1, it is indicated that water quality parameter has been over
the stipulated standard, inapplicable for the usage requirement.
9.1.3
Evaluation Contents
1．Evaluating and analyzing the current sewage drainage conditions of the old station.
2．Estimating the sewage quality, amount and total amount of main polluted matter discharge amount at
the new and rebuilt stations, analyzing the sewage disposal technique of the construction design, making a
judgement on the feasibility and up to the standard or not, and putting forword the relative complementary
measures.
3．Analying the water environment impact on the construction camps, site, proposing the measurement to
treat and alleviate the impact.
9.2
Water Environment Current Status Investigation and Analysis
9.2.1
Investigation and Analysis on the Ground Surface along the Alignment
The rivers the project passed by belong to Honghuajing waters. The main water are Ashen River, Feiketu
River, Mayi River, Peony River. Ashen and feiketu River followed the standard Class IV 《Ground
Surface Water Environment Quality Standard》
（GB3838-2002）, Ant and Peony River followed Class
III 《Ground Surface Water Environment Quality Standard》
（GB3838-2002）
In 2009, Fangzheng Environment Survey Station monitored the water quality at the Entrance of Mayi
River, getting the results as in the table follow:
Table 9-1 Mayi River Water Quality Survey Results in 2009
(mg/l)
Statistical
Items
Dissolve
PH
d
Oxygen
Potassium
Permanganate
Biochemical
Oxygen
Index
Demand
Chemic Ammoni
al
a
Oxygen
Demand Nitrogen
Volatile
Phenols
Quarter 1
7.9
9.65
4.06
3.51
11.4
0.25
Not checked
Quarter 2
7.9
10.9
4.1
4.25
10.3
0.17
Not checked
Quarter 3
7.3
7.36
6.8
2.00
13.07
0.32
Not checked
Quarter 4
7.7
0
10.4
5.84
1.42
12.3
0.37
Not checked
5.2
2.795
6
4
Arithmetic
mean
7.7 9.5775
Standard Clall
6~9
Ⅲ
5
11.7675 0.2775
20
1.0
Not checked
0.005
The table 8-2-1 revealed that the water quality at Mayi River all met the ground water environment
quality standard Class III.
Yilan Survey Station monitored the water quality in Peony River, getting the results as in the table follow:
Table 9-2 Mudan River Water Quality Survey Resuls
(mg/l)
Statistical
Items
PH Dissolve
d
Potassium
Permanganate
Biochemical
Oxygen
Chemical
Oxygen
Ammoni Volatil
a
e
Oxygen
Index
Demand
Demand
nitrogen
Phenol
s
Jan.
7.4
6
11.62
4.59
2.39
11.3
0.128
0.001
Feb.
7.3
6
9.69
4.32
1.00
12.12
0.162
0.001
4.455
1.695
11.71
0.145
0.001
6
4
20
1.0
0.005
Arithmetic
mean
7.4
10.655
1
Standard Clall
6~9
Ⅲ
5
The table 8-2-2 revealed that the water quality in Peony River all met the ground water environment
quality standard Class III.
9.2.2
Invesigation and Aanlysis on the Sewage Pollution Source at each Station
1. General
The project involved one old station, Jimusi Station, the old Eastern Jiamusi Project closed later. Old
sewage disposal facilities and drainage outlet
Table 9-3 Old Sewage Discharge Amount and Outlet
unit m3/d
No.
Station Names
Domestic Wastewater Disposal Methods
Drainaged Outlet
1
Jiamusi Station
150
Digestion Tank
City Sewage Disposal Factory
2
East Jiamusi Station
2
Digestion Tank
Nearby Ditches
2. Old Sewage Source Status
Old Jiamusi Station is for the water supply. The Domestic Wastewaterof 150m3/d are mainly from the
canteens, bathrooms, boilers, office houses and waiting lobbies. The main pollution are CODcr、BOD5、
SS、Ammonia Nitrogen. The site survey revealed that the Domestic Wastewaterdrained to the municipal
managed net, and to the sewage disposal factory at last after the digestion tank disposal. The water quality
was up to the standard of Class III of 《Sewage Comprehensive Drainage Standard》
（GB 8978-1996 ）.
9.3
Treatment Methods and Impact Estimation of Sewage
Discharge on the Water Environment during the Operation
Period
9.3.1
General
Upon the completion of the project,the Domestic Wastewatersource will mainly be East Jiamusi
Dispatched Locomotive Back-turning Section with adjustment and returning works, and also from the
new offices at each station, section and parking yard. The sewage amount newly produce and discharge
outlets for the each station, section and parking yard are as in the table 8-3-1.
The life sewage: water usage amount at the stations is 50L/person/day, the canteen 20L/person/day, the
bathroom 150L/person/day, the average passenger water quota 3-4L, the drainage amount is counted by
80% of the water usage. The manufacturing water usage: there are 4 lines of the electric locomotive in
preparation at East Jiamusi Dispatched Locomotive Back-turning Section and 2 checking pits at each line
with the oil-contained water of 0.75t/d in each pit.
On the basis of the analysis above, the designed sewage amount and drainage outlet at each station are in
the table 8-3-1.
Table 9-4 Designing New Sewage Drain Quantity and Positionsat Each Station and Section
unit：m3/d
No.
Station
Names
Staff
New Sewage
Amount
（people）
Life
1
2
3
Bingxi
Station
Bingxian
Station
Victory
Station
63
143
87
10
21
13
Treatment
Drainage
Places
Discharge Standards
Production
Sewage
Grade III of GB8978Disposal
Factory in 1996《Comprehensive
Bingxi
Sewage Dischage
Development
Standards》
Zone
/
Septic Tank
/
Septic tank,
non-dynamic
organism tank
Drained to
Bingzhou
River
Septic tank,
non-dynamic
organism tank
Drained to
the ditches
nearby
/
Grade I of GB89781996《Comprehensive
Sewage Dischage
Standards》
Grade I of GB89781996《Comprehensive
Sewage Dischage
Standards》
4
5
6
7
8
9
Fangzheng
Station
Gaoleng
Station
Dalian
River
Station
Yilan
Station
Hongkeli
Station
Jiamusi
Station
Jiamusi
Motor Train
10
Parking
yard
11
Eastern
Jiamusi
Station
203
47
63
88
40
180
85
30
7
10
13
6
40
91(of
which,
81 m3/d
for the
sewage)
/
/
/
/
/
/
/
Septic Tank
Septic tank,
non-dynamic
organism tank
Drained to
the ditches
nearby
Septic tank,
non-dynamic
organism tank
Drained to
the ditches
nearby
Septic Tank
Drained to
the sewing
disposal
factory
Septic tank,
non-dynamic
organism tank
Drained to
the ditches
nearby
Septic Tank
Drained to
the sewing
disposal
factory
Septic Tank
40
/
Drained to
the sewing
disposal
factory
Drained to
SBR treatment the ditches
nearby
equipment
Septic Tank、
200
Drained to
the sewing
disposal
factory
Grade III of GB89781996《Comprehensive
Sewage Dischage
Standards》
Grade I of GB89781996《Comprehensive
Sewage Dischage
Standards》
Grade I of GB89781996《Comprehensive
Sewage Dischage
Standards》
Grade III of GB89781996《Comprehensive
Sewage Dischage
Standards》
Grade I of GB89781996《Comprehensive
Sewage Dischage
Standards》
Grade III of GB89781996《Comprehensive
Sewage Dischage
Standards》
Grade III of GB89781996《Comprehensive
Sewage Dischage
Standards》
Grade I of GB89781996《Comprehensive
Sewage Dischage
Standards》
Manufacture
sewage: oil
insulaton,
settlement
Eastern
Jiamusi
Dispatched
12
Motor Train
Returning
Station
160
合 计
1359
9.3.2
30
6
311
Life sewage:
drained to the
East Jiamusi
Sewage
Disposal
Station for a
treatment
Drained to
the ditches
nearby
/
/
6
Grade I of GB89781996《Comprehensive
Sewage Dischage
Standards》
/
Water Quality Estimation and Measurement
The average values of the new station sewage quality in comparation with the water quality at the
medium and small stations of the research project 《the Experimental Study on the Reinforced Class I
Treatment of Domestic Wastewaterat the Medium and Small Railway Stations》of the scientific Division
of the Railway Ministry. Refering to the table 8-3-2 below.
Table 9-5 Medium and Small Stations Sewage Water Quality Survey in 2003
unit: mg/l
Ammonia
Items
pH
CODcr
SS
BOD5
Nitrogen
value
7.4
202.8
78
75.3
13
1. Bingxi Station
The Bingxi Station was designed for the new life water supply with its Domestic Wastewaterdrainage to
the Bingxi Development Sewage Disposal Factory after the digestion tank treatment. The estimated water
quality is as in the table 9-6 below.
Table 9-6 Bingxi Station Domestic WastewaterQuality Survey
mg/l
Ammonia
Items
PH
COD
BOD5
SS
Nitrogen
Sewage Water Quality
Grade III of GB8978-1996《Comprehensive
Sewage Dischage Standards》
7.4
202.8
75.3
78
13
6~9
500
400
400
/
Standard Index Si
/
0.41
0.19
0.20
/
Indicated by the table above: Bingxi Station Domestic Wastewaterdrained to the Bingxi Development
Sewage Disposal Factory after the digestion tank treatment（with the input of the usage and treatment
capacity of Q=0.3 万 m3/d , the drained sewage would be able to be held in Bingxi Sewage Disposal
Factory）, its sewage quality was up to the standard of Class III of《Sewage Comprehensive Drainage
Standards》
（GB8978-1996）.
2. Bing County Station
Bingxi County Station was designed for the new life water with its Domestic Wastewaterdrainage to the
Bingzhou River after the digestion tank and non-dynamic organism tank treatment. Due to the sewage
disposal factory（scheduled to complete by the end of 2010, the recent treatment capacity Q=20,000m3/d）
under construction in Bingxi,the assessment suggested that this station remove the non-dynamic organism
tank equipment and drain the Domestic Wastewaterto the sewage disposal factory after the digestion tank.
The estimated water quality is as in the table 8-3-4 below.
Table 9-7 Bingxian Station Domestic WastewaterWater Quality Survey
mg/l
Ammonia
Items
PH
COD
BOD5
SS
Nitrogen
Sewage quality
7.4
202.8
75.3
78
13
6~9
500
400
400
/
/
0.41
0.19
0.20
/
Grade III of GB8978-1996
《Comprehensive Sewage Dischage
Standards》
Standard Index Si
Revealed by the table above, the station Domestic Wastewaterdrained to the Bing County Sewage
Disposal Factory after the digestion tank treatment, its sewage quality was up to the standard of Class III
of 《Sewage Comprehensive Drainage Standards》
（GB8978-1996）.
3. Shengli Station, Gaoleng Station, Dalianhe Station and Hongkeli Station
The Shengli Station, Gaoleng Station, Dalianhe Station and Hongkeli Station were designed for the new
life water supply with its Domestic Wastewaterdrainage to the nearby ditches after the digestion tank and
non-dynamic organism tank treatment.
Non-dynamic organism tank has normally the predicted treatment effect: SS removing ratio 55%, COD
removing ratio 65%, BOD5 removing ratio 65%, Ammonia Nitrogen removing ratio 55%.
Table 9-8 After-treatment Domestic WastewaterQuality Estimation at Victory Station, Gaoleng
Station, Dalian River Station and Hongkeli Station
Unit: mg/l
Ammonia
Items
pH
CODcr
BOD5
SS
Nitrogen
Sewage source quality
7.4
202.8
75.3
78
13
Sewage quality treated in nondynamic organism tank
7.4
71.0
26.4
35.1
6.75
6~9
100
20
70
15
/
0.71
1.32
0.50
0.45
Grade I of GB8978-1996
《Comprehensive Sewage Dischage
Standards》
Standard Index Si
Revealed by the table above, the Domestic Wastewaterquality at Shengli Station, Gaoleng Station,
Dalianhe Station and Hongkeli Station after the non-dynamic organism tank treatment was not up to the
standard of Class I of《Sewage Comprehensive Drainage Standards》
（GB8978-1996）. The design
scheme was not feasible.
The assessent suggested the contact oxidation method for the treatment technique at the above-mentioned
4 stations:
Life sewage→digestion tank→contact oxidation method
The treatment efficiency of the contact oxidation method is: COD:80%, BOD5：85% , SS：90%,
Ammonia Nitroen：70% .
The sewage quality with the contact oxidation method at those 4 stations was estimated as in the table 8-36 below:
Table 9-9 After-contact-oxidation treatment of Domestic WastewaterQuality Estimation at
Victory Station, Gaoleng Station, Dalian River Station and Hongkeli Station
Unit: mg/l
Ammonia
Items
pH
CODcr
SS
BOD5
Nitrogen
Sewage estimated value with the contactoxidation treatment
7.4
40.56
7.8
11.3
3.9
6~9
100
20
70
15
/
0.41
0.39
0.16
0.26
Grade III of GB8978-1996
《Comprehensive Sewage Dischage
Standards》
Standard Index Si
4. Fangzheng Station and Yilan Station
Fangzheng Station and Yilan Station were designed for the new life water with its Domestic
Wastewaterdrainage to the sewage disposal factory after the digestion tank treatment. Fangzheng County
sewage disposal factory is scheduled to complete by the end of 2010, its recent treatment capacity
Q=6,000m3/d.the drained sewage could be held in Fangzheng Sewage Disposal Factory; Yilan County
Sewage Disposal Factory has completed presently and scheduled to put in use in October of 2020, the
recent disposal capacity Q=10,000m3/d, the drained sewage could be held in Yilan County Sewage
Disposal Factory. The estimated water quality is as in the table 8-3-4 below.
Table 9-10 Fangzheng and Yilan Station Domestic WastewaterQuality Estimation Values
mg/l
Ammonia
Items
PH
COD
BOD5
SS
Nitrogen
Sewage Water Quality
7.4
202.8
75.3
78
13
6~9
500
400
400
/
/
0.41
0.19
0.20
/
Grade III of GB8978-1996
《Comprehensive Sewage Dischage
Standards》
Standard Index Si
Revealed by the table above, the Fangzheng station sewage drained to the Fangzheng County Sewage
Disposal Factory after the treatment, its sewage quality was up to the standard of Class III of 《Sewage
Comprehensive Drainage Standards》
（GB8978-1996）. The design scheme was feasible.
the Yilan station sewage drained to the Yilan County Sewage Disposal Factory after the digestion tank
treatment, its sewage quality was up to the standard of Class III of 《Sewage Comprehensive Drainage
Standards》
（GB8978-1996）. Because of the location of Yilan County within the Grade II protection
zone for the concentrated drinking water supply, it is stipulated that “…no new pollution discharge
construction, rebuilding and enlargement construction of the projects within the Grade II protection zone
in 《Sewage Protection and Treatment Law of P.R.China》
、
《Drinking Water Source Protecton Zone
Pullution Provention and Management Rules》.
Yilan County Government said the new water source had been under investigation and design in
accordance with the Yi Docu.31【2010】
《Reply of the Agreement on Hajia Railway Going through the
Drinking Water Source Concentrated Place》,that water source will be halted before 2013. In view of the
4 year construction period of the project, it should be stopped for utilization before the project openning,
no pollution discharge impact will happen. Yilan County People’s Government agreed the project going
through the ClassII protection area.
5 Jiamusi Station and Jiamusi Motor Train Set Parking Yard
（1）Jiamusi Station
①Jiamusi Station was designed for the new life water with its sewage drainage to the East District
Disposal Factory （built and in use in 2007 with the recent treatment capacity Q=60,000m3/d）after the
digestion tank treatment. It old drainage capacity was 150m3/d . By the site survey the water quality is as
in the table 8-3-8 below.
Table 9-11 Jiamusi Station Ready Domestic WastewaterQuality Estimation Values
mg/l
Discharge Units
Sewage
Amount
Polluted Subtances（c:mg/l,w:kg/d）
items
Ammonia
PH
m3/d
SS
CODcr
BOD5
Nitrogen
Sewage polluted matter
w
/
10.2
29.01
11.43
1.70
C
7~9
68
193.4
76.2
11.3
150
Sewage quality
Note:
C: polluted matter indensity;
W: polluted matter weight
②The Jiamusi Station was designed to drain the new Domestic Wastewaterof 40m3/d to the East Area
Sewage Disposal Factory, the drained sewage could be held in the East Area Sewage Disposal Factory.
The estimated water quality is as in the table 8-3-9 below.
Table 9-12 Jiamusi Station Domestic Wastewater Quality Estimation
Discharge Units
Sewage
Amount
unit: mg/l
Polluted Subtances（c:mg/l,w:kg/d）
items
Sewage polluted matter
Ammonia
PH
m3/d
SS
CODcr
BOD5
Nitrogen
w
/
3.12
8.11
3.01
0.52
C
7~9
78
202.8
75.3
13
40
Estimated sewage quality
Note:
C: polluted matter indensity;
W: polluted matter weight
（2）Jiamusi Motor Train Set Parking Yard
Jiamusi Motor Train Set Parking Yard has 9 motor train set lines for parking. The project parking yard
produced sone life sewage（10m3/d）, human excrement sewage（81 m3/d）. The life and human
excrement sewage of this project was designed to be drained to the sewage disposal factory.
①Manufacturing Office Domestic Wastewater
Manufacturing office Domestic Wastewater amount was 10 m3/d, the water quality is estimated as in the
table 8-3-10 below.
Table 9-13 Domestic Wastewater Quality Estimation at Jiamusi Motor Train Parking Yard
mg/l
Discharge Units
Sewage
Amount
Polluted Subtances（c:mg/l,w:kg/d）
items
m /d
Manufacturing and office
Domestic
Wastewaterpolluted matter
SS
CODcr
BOD5
Nitrogen
w
/
0.78
2.03
7.5
0.13
C
7.4
78
202.8
75.3
13
10
Estimated sewage quality
Note:
Ammonia
PH
3
C: polluted matter indensity;
W: polluted matter weight
②Closed Compartment Digestion Sewage
The closed compartment digestion sewage amount was 81 m3/d. In comparision with the digestion
sewage data of the Tianjing to Beijing inter-city train digestion sewage , Tianjing to Beijing inter-city train
has the closed toilets, the water quality data is as in the table below:
Table 9-14 Digestion Sewage Quality Estimation at Jiamusi Motor Train Parking Yard
Unit：
mg/l
Discharge Units
Sewage
Amount items
m3/d
Digestion sewag polluted matters in
the closed compartment
Digestion sewage(water quality at
sewage discharge exit）
w
81
Polluted Subtances（c:mg/l,w:kg/d）
PH
SS
CODcr
BOD5
/
40.5
162
81
7~9
1200
5000
2500
7~9
500
2000
1000
C
Digestion sewage（water quality in
the septic tank after pre-disposal
Note:
C: polluted matter indensity;
W: polluted matter weight
（3）The Quality of the Sewage Drained at the Outlet of Jiamusi Station, Jiamusi Motor Train Set
Parking Yard
The Domestic Wastewaterand digestion water were drained all to the East Sewage Disposal Factory at
Jiamusi Station, Jiamusi Motor Train Set Parking Yard. The sewage quality at the outlet is as in the table
9-15.
Table 9-15 Discharge Amount and Water Quality Estimation after the Septic Tank Disposal at
the Jiamusi Station and Parking Yard Outlet
Discharge Units
Sewage
Amount
Polluted Subtances（
（c:mg/l,w:kg/d）
items
Sewage polluted matters at
Jiamsi Station and Jiamusi
Motor Train Parking Yard
outlet
SS
CODcr
BOD5
Nitrogen
w
/
56.1
202.55
102.8
2.6
C
7~9
199.64
720.82
365.84
9.25
6～9
400
500
400
/
/
0.50
1.44
0.91
/
281
Water quality of sewage
polluted matters after septic
tank disposal at outlet
Grade III of GB8978-1996《Comprehensive
Sewage Dischage Standards》
Standard Index Si
Ammonia
PH
m3/d
Indicated by the table above: The outlet sewage at Jiamusi Station, Jiamusi Motor Train Set Parking Yard
was drained after the digestion tank treatment. The water quality was not up to the standard of Class III of
《Sewage Comprehensive Drainage Standards》
（GB8978-1996）. Due to the high intensity of CODcr in
the digestion water, the assessment suggested an anaerobic organism filter technique at the Jiamusi Motor
Train Set Parking Yard, the technique procedures are as follows:
Domestic Wastewaterand digestion sewage mixing→digestion tank→anaerobic organism filter tank
treatment
The anaerobic organism filter tank treatment technique is: COD removing ratio 80%, BOD5 removing
ratio 85%, SS removing ratio 90%, Ammonia Nitroen removing ratio 70%
Table 9-16 Discharge Amount and Water Quality Estimation of the Septic Tank and Domestic
Wastewater Polluted Matters after the Anaerobic Disposal Tank Disposal
at the Jiamusi Parking Yard Outlet
Discharge Units
Polluted Subtances（c:mg/l,w:kg/d）
PH
SS
CODcr
BOD5
Sewage quality after the septic disposal
7~9
453.63
1802.51
898.38
Sewage quality after the anaerobic organism
filter tank disposal
7~9
204.14
450.63
314.43
6～9
400
500
400
/
0.51
0.9
0.79
Grade III of GB8978-1996
《Comprehensive Sewage Dischage
Standards》
Standard Index Si
Indicated by the table above: the outlet water quality of Jiamusi Motor Train Set Parking Yard Domestic
Wastewaterand closed compartment digestion sewage was up to the standard of Class III of 《Sewage
Comprehensive Drainage Standards》
（GB8978-1996）after treated in the anaerobic organism filter.
The analysis above revealed that the outlet water quality of Jiamusi Station and Jiamusi Motor Train Set
Parking Yard was up to the standard of Class III of 《Sewage Comprehensive Drainage Standards》
（GB8978-1996）.
6. East Jiamusi Station and East Jiamusi Dispatched Locomotive Back-turning Section
The East Jiamusi Station was designed to be sorting station for the water supply after the new contruction
since the displacement and the East Jiamusi Dispatched Section as the newly built back-turning section in
charge of the adjustment and preparation jobs of the locomotives of the goods transportation Huajia and
Jiamu Lines. It was proposed to build 4 line in preparation for the shift, 1 in reservation with 3 locomotive
checking pits at each line, 1 for moving in and out repectively, 1 for unloading sand and coal.
The main source of the East Jiamusi Station and the East Jiamusi Dispatched Section were office sewage
with the major pollution of CODcr,BOD5, SS, Ammonial Nitrogen. The manufacturing sewage was
mostly from the checking storehouse, they were: petroluem, CODcr and SS.
The sewage disposal procedures at East Jiamusi Station and East Jiamusi Dispatched Section was as
follow:
Domestic Wastewaterat station 40m3/d）
Domestic Wastewaterat
septic tank
returning sections （30m3/d）
SBR sewage disposal equipment
（disposal capacity10m3/h）
manufacture sewage at
back-turning sections（6m3/d）
oil insulation,
settlement
drained to ditches nearby（76m3/d）
①Manufacture and Office Life Sewage
As for the Domestic Wastewaterquality at East Jiamusi Station and East Jiamusi Dispatched Section, the
Assessment adopted the analogical analyzing method, made the estimation by the average values of water
survey statistic data at the medium and small stations of《the Experimental Study on the Reinforced Class
I Treatment of Domestic Wastewaterat the Medium and Small Railway Stations》of the s the Railway
2003. Refering the water estimation to the table 8-3-14 below.
Table 9-17 Domestic WastewaterQuality Data for the Medium and Small Stations in 2003
Polluted Subtances (c:mg/l)
Items
Ammonia
pH
CODcr
SS
BOD5
Nitrogen
Values
Note:
7.4
202.8
78
75.3
13
pH: dimensionless value
Pollution discharge amount and water quality estimation are as in the table 8-3-15 below.
Table 9-18 Domestic Wastewater Polluted Matter Amount and Water Quality Estimation at
Eastern Jiamusi Station and Eastern Jiamusi dispatched train back-turning section
Discharge Units
Sewage
Amount
Polluted Subtances（c:mg/l,w:kg/d）
items
Eastern Jiamusi Station
and Eastern Jiamusi
dispatched train backturning section
Note:
Ammonia
PH
m3/d
CODcr
SS
BOD5
Nitrogen
W(kg/d)
/
14.20
5.46
5.27
0.91
C(mg/L)
7.4
202.8
78
75.3
13
70
C: polluted matter indensity;
W: polluted matter weight
Upon the openning of the project, the back-turning section took the locomotive marshalling and returning
tasks. The water quality compared with the one at the back-turning workshop of the Zhenzhou Northern
Locomotive Terminal, the analogical points, job characteristics and the water quality at the analogical
points were as in the table -3-16 and 8-3-17.
Table 9-19 Job Feature Comparison at Comparing Point and Project Spot
Comparing Point
Project Spot
Working place
electric back-turning workshop at
Zhengzhou north locomotive section
Eastern Jiamusi dispatched train backturning section
Working feature
electric back-turning
electric back-turning
Working amount
12 piece time/day in preparation
iece time/day in
preparation
Table 9-
Table 9-20 Original Water Quality fo Manufacturing Sewage at Zhengzhou North
Locomotive Section
Polluted Subtances
Outlet water quality（mg/l，pH
dimensionless value）
pH
CODcr
SS
Petroleum
6.7~7.0
42.0
30.0
6.3
The manufacturing sewage pollution discharge amount and water quality estimation are as in the table 83-18 below.
Table 9-21 Manufacturing Sewage Polluted Matter Amount and Water Quality Estimation at
Eastern Jiamusi Dispatched Locomotive Section
Polluted Subtance
Discharge Spot
Sewage
Amount
Polluted Subtances（c:mg/l,w:kg/d）
items
m3/d
Eastern Jiamusi
Dispatched Locomotive
Section
Note:
6
C
pH
CODcr
SS
Petroleum
6.7~7.0
42.0
30.0
6.3
C: polluted matter indensity;
W: polluted matter weight
The manufacturing sewage was designed to be treated in the oil insulation tank. The pre-treatment effect
of the oil insulation tank was: CODcr：20%，petroleum：40%，the water quality of the oil insulation
tank was as in the table 8-3-19.
Table 9-22 Manufacturing Sewage Amount after Oil Insulation in the Oil Insulation Tank
and Water Quality Estimation at Eastern Jiamusi Dispatched Locomotive Section
Polluted Subtance
Sewage
items
Polluted Subtances（c:mg/l,w:kg/d）
Discharge Spot
Amount
pH
CODcr
SS
Petroleu
m
C
6.7~7.0
33.6
18
3.78
W
/
0.20
0.11
0.02
m3/d
Eastern Jiamusi Dispatched
Locomotive Section
Note:
6
C: polluted matter indensity;
W: polluted matter weight
3．Outlet Water Quality Estimation at East Jiamusi Station and East Jiamusi Dispatched Locomotive
Back-turning Section
The designed scheme was oil-contrained sewage meeting the Domestic Wastewaterof the stations and
sections after the pre-treatment in the oil insulation tank, going through the pipe collection and treated
with SBR technique, then drain to the nearby ditches if up to the standard of Class I of 《Sewage
Comprehensive Drainage Standards》
（GB8978-1996）.
Revealed by the table above, the outlet water quality of Jiamusi Jiamusi Motor Train Set Parking Yard was
up to the standard of Class III of 《Sewage Comprehensive Drainage Standards》
（GB8978-1996）after
the Domestic Wastewaterand closed compartment digestion sewage treated in the anaeobic organism filter.
SBR treatment facilities efficiency was: CODcr：80%，BOD5：85%，SS：30%, Ammonial Nitrigen:
75%. The technique flow chart is as follow:
Disinfection
Comprehensive
sewage
sewing
well
adjusting
SBR sewage disposal
equipmen
Discharge
Mud dehydrating site
Ta
Take out
SBR Treatment Technology Flow Chart
Table 9-23 After SBR Technology Treated Polluted Matter Amount and Water Quality
Estimation at Station and Locomotive Returning Section
Pollution source
Sewage
Amount
Polluted Subtances（c:mg/l,w:kg/d）
items
All Sewage at the station
76
Ammonia
pH
m3/d
CODcr
SS
petroleum BOD5
Nitrogen
C
/
189.47
73.29
0.26
69.34
11.97
W
/
14.4
5.57
0.02
5.27
0.91
Sewage quality after the SBR treatment
/
37.89
51.30
0.02
10.40
0.003
6~9
100
70
5
20
15
/
0.38
0.73
0.11
0.52
0.0002
Grade I of GB8978-1996《Comprehensive
Sewage Dischage Standards》
Equivalent pollution index Si
Revealed by the table above, with SBR technique treatment, the sewage outlet quality when East Jiamusi
Station Domestic Wastewatermeeting the life and manufacture sewage（treated in the oil insulation tank）
at Jiamusi Dispatched Locomotive Back-turning Terminal was up to the standard of Class I of 《Sewage
Comprehensive Drainage Standards》
（GB8978-1996）. The design scheme was feasible.
III The Summary of Treatment Technique at each Station
The sewage treatment techniques at each station recommended by the Assessment were summarized in the table 8-3-21.
Table 9-24 Sewage Disposal Technoloty at each Station
Sewage Amount(m3/d)
Old Line
This Design
New line
Disposal
Technology
No. Station Names
life manufacture
life
manufacture
Assessment and Suggestions
Disposal
Technology
Discharge
Direction
（including the
Discharge
Direction
Standards
old improved by
the new）
1
2
Bingxi Station
Bingxian
Station
/
/
/
/
10
21
/
/
Sewage Disposal
Factory in
Septic Tank
Bingxi
Development
Zone
Septic tank,
non-dynamic
Drained to
organism
Bingzhou River
tank
Grade III of GB8978-1996
As designed
As designed
《Comprehensive Sewage
Dischage Standards》
Septic Tank
Sewage
Disposal
Factory
（planned to
complete by the
end of 2010）
Grade I of GB8978-1996
《Comprehensive Sewage
Dischage Standards》
3
4
5
6
7
Victory
Station
Fangzheng
Station
Gaoleng
Station
Dalian River
Station
Yilan Station
/
/
/
/
/
/
/
/
/
/
13
30
7
10
13
/
/
/
/
/
Septic tank,
non-dynamic
organism
tank
Drained to the
ditches nearby
Septic Tank
Drained to the
sewing disposal
factory
As designed
Septic tank,
non-dynamic
organism
tank
Drained to the
ditches nearby
Septic Tank,
contact oxidation
sewage disposal
Septic tank,
non-dynamic
organism
tank
Drained to the
ditches nearby
Septic Tank,
contact oxidation
sewage disposal
Septic Tank
Drained to the
sewing disposal
factory
Septic Tank,
contact oxidation
sewage disposal
Grade I of GB8978-1996
As designed
《Comprehensive Sewage
Dischage Standards》
Grade III of GB8978-1996
As designed
《Comprehensive Sewage
Dischage Standards》
Grade I of GB8978-1996
As designed
《Comprehensive Sewage
Dischage Standards》
Grade I of GB8978-1996
As designed
《Comprehensive Sewage
Dischage Standards》
Grade III of GB8978-1996
As designed
As designed
《Comprehensive Sewage
Dischage Standards》
8
Hongkeli
Station
/
/
6
/
Septic tank,
non-dynamic
organism
tank
Drained to the
ditches nearby
Septic Tank,
contact oxidation
sewage disposal
Grade I of GB8978-1996
As designed
《Comprehensive Sewage
Dischage Standards》
(Continued) Sewage Disposal Technoloty at each Station
Sewage Amount(m3/d)
Old Line
No.
This Design
New line
Disposal
Technology
Station Names
life
manufactu
manufactu
life
re
re
Assessment and Suggestions
Disposal
Technology
Discharge
Direction
（including the
Discharge
Direction
Standards
old improved by
the new）
9
10
Jiamusi Station 150
Jiamusi Motor
Train Parking
yard
/
/
/
40
91(o
f
whic
h, 81
m3/d
for
the
sewa
ge)
/
/
Septic Tank
Septic Tank
Grade III of GB8978-1996
Drained to the
sewing disposal
factory
As designed
Drained to the
sewing disposal
factory
Septic Tank,
anaerobic
organism filter
tank disposal
technology
As designed
《Comprehensive Sewage
Dischage Standards》
Grade III of GB8978-1996
As designed
《Comprehensive Sewage
Dischage Standards》
Septic Tank、
11
12
Eastern Jiamusi
Station
Eastern Jiamusi
Dispatched
Motor Train
Returning
Station
2
/
40
/
SBR
treatment
equipment
Drained to the
ditches nearby
Grade I of GB8978-1996
As designed
Ditches nearby
《Comprehensive Sewage
Dischage Standards》
Manufacture
sewage: oil
insulaton,
settlement
/
/
30
6
Life sewage:
drained to the
East Jiamusi
Sewage
Disposal
Station for a
treatment
Drained to the
ditches nearby
Grade I of GB8978-1996
As designed
Ditches nearby
《Comprehensive Sewage
Dischage Standards》
9.3.3
Sewage Treatmen Investment Estimation
On the basis of the water environment impact analysis and estimation and recommended treatments above,
the investment estimations of the project designed sewage disposal and appraisal were as in the table 8-322 below:
Table 9-25 Investment Estimation
Design
No. Station Names
Disposal Technology
Assessment
Investment
（
Added
Total
investment
Investment
Disposal Technology
10k
RMB）
1
Bingxi Station
（10k
（10k
RMB）
RMB）
Septic Tank
1
Septic Tank
0
1
2 Bingxian Station
Septic tank, nondynamic organism
tank
23.5
Septic Tank
-21
2.5
3
Victory Station
Septic tank, nondynamic organism
tank
14.5
Septic Tank, contact
oxidation sewage
disposal
+6
20.5
4
Fangzheng
Station
Septic Tank
3
Septic Tank
0
3
5
Gaoleng Station
Septic tank, nondynamic organism
tank
7.8
Septic Tank, contact
oxidation sewage
disposal
+5
13.8
6
Dalian River
Station
Septic tank, nondynamic organism
tank
9.8
Septic Tank, contact
oxidation sewage
disposal
+5.2
15
7
Yilan Station
Septic Tank
1.5
Septic Tank
0
1.5
7
Septic Tank, contact
oxidation sewage
disposal
+8
15
8 Hongkeli Station
Septic tank, nondynamic organism
tank
9
Jiamusi Station
10
Jiamusi Motor
Train Parking
yard
11
Eastern Jiamusi
Station
Septic tank, nondynamic organism
tank
Septic Tank
Septic Tank、SBR
treatment equipment
4
Septic Tank
+20
24
9
Septic Tank,
anaerobic organism
filter tank disposal
technology
+12
21
0
24
Septic Tank、SBR
24
treatment equipment
Manufacture sewage:
oil insulaton,
Eastern Jiamusi
settlement
Dispatched
12
Life sewage: drained
Motor Train
Returning Station to the East Jiamusi
Sewage Disposal
Station for a treatment
26
Life sewage: drained
to the East Jiamusi
Sewage Disposal
Station for a treatment
0
26
Total
131.1
/
+39.2
167.3
9.4
Manufacture sewage:
oil insulaton,
settlement
Evaluation of the Sewage Discharge Impact on the Surface
Water Environment during Construction Period
9.4.1
Analysis on the Sewage Drainage Impact on the Water Environment during the Project
Construction Period
I. Project Construction Sewage Impact on the Environment
The rivers the project passed by belong to Honghuajing waters. The ground surface rivers along the
alignment are Ashen River, Feiketu River, Mayi River, Bingzhou River, Peony River. The project
designed to pass the rivers by over-bridges. The survey shown that no water environment sensitive point
within the over-bridge evaluation range.
The summary of the large over-bridges is as in the table 8-4-1 below.
Table 9-26 Piers in the Main River along the Project
No.
Central Mileage of
Railway
Bridge Names
Flow
Piers at
Amount by normal
Hundred
water
Years(m3/s) level
Water
function
Division
Basic type
1
CK7+699.99
Ha’erbing super large
Bridge
2037.0
40
Ⅳ
Bored hole pile
foundation
2
CK35+919.27
FeiKetu River super
large Bridge
1400.19
2
Ⅳ
Bored hole pile
foundation
3
CK90+084.85
Jiaban River super
large Bridge
769.03
3
/
Bored hole pile
foundation
4
CK161+924.58
Mayi River super
large Bridge
6520
30
Ⅲ
Bored hole pile
foundation
5
CK201+582.82
Small Luomi River
super large Bridge
526.9
13
/
Bored hole pile
foundation
6
CK206+307.5
Small Luomi River
super large Bridge
682.44
4
/
Bored hole pile
foundation
7
CK249+860.3
Yilan Mudan River
super large Bridge
14670
7
Ⅳ
Bored hole pile
foundation
8
CK253+845.88
Yilanwoken River
super large Bridge
3660
4
Ⅳ
Bored hole pile
foundation
The over-bridge foundation are all hole-bored. Its construction placed the main impact on water
environment due to the mud residue, mud, the leakage of the borer and other machines.
When the bored hole pier foundation was used for the bridge foundation, the mud residue induced while
boring the holes were banned to drain to the river for the sake of the blockage of the river and the flood
drainage.
II. The Impact of the construction Site Sewage on the Environment
1．The construction site was generally arranged near the villages and towns with the sufficient water and
power supply, convenient traffic and short distance to the sites. Due to the simple life and living of the
construction staff the Domestic Wastewaterdrainage amount was not much, mainly from washing and
canteen cleaning, no obvious impact on the local water environment. The living water drainage amount
was different at various sites, by experience, there are nomally 20～200 people at one site, counted by
50L/d.man and 80% of the living sewage discharge, the staff sewage discharge amount will be 0.8～
8m3/d.
2．Certain impact was placed on the environment due to improper treatment of the oil contrained water
drainage from the construction machinery maintenance.
9.4.2
Proposals on the Water Pollution Protection and Treatment during the Construction Period
（1）The over-bridge foundation construction should try to be in the dry season. The shallow water
section uses the straw-sack cofferdam, and deep water area using the bi-wall steel dam. The oil drip and
leakage should try to be lessened to minimize the impact on the environment.
（2）Due to the scattered construction camps, the living sewage drainage was not much in quantity at
each place, the overall disposal of the staff living sewage was not easy, so it was suggested that the toilets
should be built at the construction camps in villages and collected for as fertilizer for the crops. The dry
toilets should be well managed with a timely cleaning, especial to prevent the dropping drift in the rain
season and pollute the surrounding. Other living sewage should be drained to the nearby low deserted land
or ditches for a less impact on the environment; In urban area, the municipal houses with the drainage
system should be rented for the rental of the camps for the living sewage drained to the urban sewage
disposal system.
（3）The oil insulation and collection tank of small scale should be arranged for the constrution points
with large quantity of oil-contrained sewage, drainage be after the sewage treatment.
（4）No construction camps at the water protection zone. The camp location should be away from the
protection range, ensuring the no drainage of staff living sewage and oil contrained sewage from the
machinery maintenance to the protection zone.
（5）While having construction in the water source protection area, the construction material with the
harmful matters should be stored far away from the water source, all railway building material should rain
proof and rain shielding facilities, the project waste shoude be moved out of the water source in time; the
transportation vehicles and construction machines should be strictly managed, covered the vehicles with
the tent against the dropping of material and dust spreading.
（6）The hardened ground and dry tank should be made at maintenance points to prevent the water and
soil pollution due to the machine maintenance and cleaning. The strengened machine repairing and
construction are necessary against the leaking, drip, spout.
（7）The urban construction requires the hardened ground due to the high sand and mud containing
sewage ban straightly to the underground drainage pipe and the rain inducing ditches within the
construction bound and the discharge after settled in the sediment tank.
9.5
Impact Analysis of the Project on the Concentrated Drinking
Water Source Protection Zone in Yilan County
9.5.1
Water Source General
（1）Water Source General
The concentrated drinking water source of Yilan Counry is located 5km Southeast in Yilan County, with
the geographic coordination of east longitude 120°33′ and north latitude 46°19′. It is mainly for the water
supply of Yilan County of the population of 80,000 -100,000.
The water source is the underground pore water type, Class IV brand new gravel geology, within 3m of
ground surface having clay and sub-clay, below 3m having sand and gravel, underground water level is
4m, air-wraping belt is 4-5m thick, the water containing layer is 4-15m. Supplying the air waterfall, Peony
River penetrating and upper reach underground water lateral compensation in the direction of West, North
and East, gradient 1.5/1000, compensation quantity of 2.14×104m3/d.
The geological condition of this water source is currently not bad with Fe of 2.7mg/l and Mn of 1.4mg/l
overstandard, the 10m surrounding wall of water source well affected the basic agricultural land within
the range of semidiameter, no buidling project against the rules and possible water pollution source.
（2）Water Source Well Location
There are 11 water wells and 1 water source survey water-taking point within the water source protection
zone in Yilan County. The water-taking well is 120-130m deep. Referring its geographic coordination to
the table 8-5-1..
Table 9-27 Yilan County Water Source Well Coordination
No.
geographic coordination
No.
geographic coordination
1#井
E:129°37′43″;N: 46°15′43″
7#井
E:129°36′13″; N:46°16′21″
2#井
E:129°37′30″;N: 46°15′43″
8#井
E:129°35′56″; N:46°16′33″
3#井
E:129°37′14″;N:46 15°41′″
9#井
E:129°35′43″; N:46°16′42″
4#井
E:129°36′47″;N:46°15′55″
10#井
E:129°35′04″; N: 46°17′10″
5#井
E:129°36′47″;N: 46°16′05″
11#井
E:129°35′51″; N: 46°17′19″
6#井
E:129°36′14″;N: 46°16′21″
Water survey
sampling spot
E:129°34′05″; N: 46°18′27″
（3）Protection Scope
Class I protectoin zone: centred by each well, protection area within semi-diameter of 100m;
Class II protectoin zone: centred by each well, protection area within semi-diameter of 1000m
9.5.2
Related Location Relation between the Project and Water Source Protection Area
The proposed Jiaha passenger speciallized railway project at chainage CK250+790-CK252+715 passed
the 11# water-taking well, 1925m of Class II protection zone with the subgrade type, 155m to the 11#
water-taking well Class I protection zone boundry in the nearest; at chainage CK251+140-CK252+734, it
passed the 10# water-taking well, 1594m of Class II protection zone with the subgrade type, 501m to the
10# water-taking well Class I protection zone boundry in the nearest; it arranged the Yilan Railway
Station at chainage CK251+570, 650m and 800m to the 10# and 11# Class I protection zone boundry
respectively.
The related location relation between the proposed Jiaha passenger speciallized railway project and water
source in Yilan County is as in the table 8-5-1.
Figure 9-1 The location relation illustration between the proposed Jiaha railway project and water source
protection zone in Yilan County
9.5.3
Analysis on the Proposed Project Impact on the Water Source Protection Zone
I. The Relative Laws and Rules
It is stipulated in the 《Water Pollution Protection and Treatment Law of P.R.Chins》and 《Pollution and
Protection Management Rules of Drinking Water Source Protection Zone》as follows: it is forbidden to
take any activitity destructive to water environment ecological balance and water source forest, bank
protection forest and water source protection vegetation cover; within Class I protection zone, it is banned
to construct any building having nothing to do with the water-taking facilities and to have sewage carrying
ditches, pipes and oil conveying pipes passing through the zone; Within Class II protection area, it is
prohibited to build, rebuilt and enlargen the pollution discharged project; within the sub-protection area,
while the ground surface water is for complement, its water quality should no lower than Class III
standard set in 《Ground Surface Water Environment Quality Standard》.
Yilan County Government said the new water source had been under investigation and design in
accordance with the Yi Docu.31【2010】
《Reply of the Agreement on Hajia Railway Going through the
Drinking Water Source Concentrated Place》,that source will be halted before 2013. In view of the 4 year
construction period of the project, the source should be stopped for utilization before the project openning,
no pollution discharge impact will happen.
Above all, the railway project construciton is in line with the requirement of laws and rules stated above.
（2）Analysis of the Impact of the Construction on the Water Source
1. Evaluation and Analysis of the Impact of the Subgrade Construction on the Water Source Environment
In accordance with the following conditions: the layer of the section Jiaha railway project subgrade passed
by is Class IV brand new sand and gravel geology, within 3m of ground surface having clay and sub-clay
below 3m having sand and gravel, the air wraping belt is 4-5m thick. The underground stable water
elevation was 115m during the project investigation period, the subgrade elevation was 135m and filling
height of 3-8m, water embedded depth more than 12m and subgrade elevation was 20m higher than the
water-table level. Therefore, the subgrade foundation excavation would not reach the water-containing
level, no impact would be placed on the underground water within this section. Peony River penetrating
and underground water lateral compensation in the direction of West, North and East, gradient 1.5/1000,
compensation quantity of 2.14×104m3/d.
2. Impact of the Project on the Water Source Supplement
The underground water supplement at this water source is air precipitation, Peony River penetrating and
upper reach underground water lateral compensation in the direction of West, North and East, gradient
1.5/1000, compensation quantity of 2.14×104m3/d.
The project passed over the Peony River with the Peony River Super-large bridge in the direction of
Northwest to Southeast, almost identical with the underground water flow direction(west, north and ease)
of Peony River lateral compensation water source. Thus, the foundation construction of Peony River
super-large bridge foundation construction would not cause the blockage to the the underground water;
and neither would the subgrade works due to its location above the ground.
3. Impact on the Underground Water Quality during the Construction Period
The current well depth of Yilan water source is 120-130m.
The Peony River Super-large bridge was constructed with the deep bi-wall steel cofferdam. In comparison
with the suspended matter amount produced from the relative super-large bridge founcation construction
work, the water area was 0.01km2 with the accrued thickness value ≥10mg/l of the suspended matter
during the single pier works and cofferdam demolish construction, the affected distance at the upper reach
with the suspended matter thickness ≥10mg/l was 87m, lower reach affected distance was 239m, the
maxium diffusion width was 11.5m(centered with the pier). It is shown that the suspended matter impact
confined to the area near the working site, it is limited. Besides, due to the temporary disturbance to the
river bed bottom mud during the cofferdam construction and demolishing, a large quantity of the
suspended matter gathered in the steel pipe cofferdam, the impact on the water quality induced by the
increased suppensed matter would ended with the finishing the cofferdam building and removing.
Because of the Peony River Super-large bridge location basically at the end of lower reach of the water
source make-up area, the temporary increased suspension thickness would not affect the water quality of
the underground deep well.
4. Station Project Impact and Analysis
The station project ground excavation, earth and rock works construction will damage the the ground
surface soil structure, affecting the water content of the soil and penetrability of the soil; the ground
surface physical property would be worsened due to the project behaviors such as the material piling,
machine rolling and compacting, staff stepping and so on; the project disturbing the ground surface would
lead to the partial water and soil erosion. However, the impact of those sorts are limited to the ground
surface, less possible impact on the underground water quality.
5. Temporary Project Impact and Analysis
The temporary construction site and working staff produced living rubbish, sewage would pollute the soil
within the area, which could be reduced by the reinforced management, such as rubbish cleaning and
moving out, no random drainage of sewage and concentrated treatment and so on, for a less impact on the
water source.
6. Newly Plan Water Source Progress General and Project Impact on It and Analysis
Due to the declining of the underground water in Yilan County, the water pumping capacity is decling at
the current concentrated drinking water sources（the current well depth is about 120-130m）, unable to
meet the manufacturing and life water supply in Yilan County. In accordance with the suggestions of Yilan
County Government, the new water source investigation and design will be on the going. At present, the
new water sources are under the investigation and design, the Peony lower reaches ground water will be
initially proposed as the drinking water source.
In accordance with the 《Drinking Water Source Protection Zone Division Technical Stipulations》: the
ordinary river water source: Class I protection zone water range length is the river area of no less than
1000m to the upper reaches and no less than 100m to the lower reaches. Therefore, it is suggested that the
water taking mouth of the new water source should try to be selected at the lower reaches of Peony River.
（3）Protection Measurement
1. Strengthening the water source underground water survey during the construction period, increasing the
water quality survey frequencies to ensure a timely and accurate knowledge of the possible impact and
influential extent of the construction to the underground water environment.
2. Making a rational arrangement of the construction site; no basement, girger precasting, earth dump pit,
construciton camps within the protection range; trying to use the old road for the construction assess;
trying to arrange the construction sites of the small scale outside the protection area, if it is very necessary
to be set within the protection area, making a rational, condensed and less land arrangement to reduce the
ground surface disturbance.
3. The Domestic Wastewaterat the construction concentrated area should have the temporary water
gathering tanks, digestion tanks and drop pumping vehicles, having a regular moving out treatment of the
sewage and garbage.
4. The construction material with harmful substances should be placed far away from the water source, all
sorts of the building material should have the rain proof and shielding facilities, the cement should not be
dumped on the ground, moving away the water materials in time and be out of the water source protection
area.
5. Having a strict management on the construction machinery and transportation vehicles within the
protection area, no oil leakage and random wasted oil; no machine and vehicle parking and maintenance
workshops within the protection area;
6. The construction units should take an intiation to contace the divisions in charge of the protection area,
arranging the works by relative protection rules. Making a rational construction organization and site
layout, placing the machines of large scale outside the protection area.
The transportation vehicles should be covered with the tent against the the dropping of material and dust
spreading to affect inside environment.
7. Making a logical arrangement of earth and rock works, no random place and dumping. The surface
fumus soil should be cleaned and moved to a temporary place within the permanent land, used for the
greening on the subgrade slope and both sides of the project upon the project completion; using the film
coverting method for the temporary earth piles against the water and soil erosion. Planting bastard indigos
within the arch frame on the subgrade slope against soil and water erosion.
8. The construction machine maintenance points should be away from the protection area, and the
hardened ground and dry tank should be made at to prevent the water and soil pollution due to the
machine maintenance and cleaning. The strengened machine repairing and construction are necessary
against the leaking, drip, spout. Arranging the oil insulation and gathering tank to deal with the
manufacturing sewage.
9. It was suggested to increase full-time or part-time construction environment managerial staff and parttime environment supervision engineers and reinforce the environment protection rule making and
performing for the provention mainly and against the water pollution.
10. An environment protection training should be taken before the construction to strengthen the staff
protection awareness and standard construction behaviors against unnecessary pollution.
11. Making the emergency and precausion rules before the construction. If any water pollution event
occurred unexpectedly, report it to the Environment Protection Bureau and Water Bureau of Yilan County
in time and take the emergency measures against the water pollution.
8.5.4 Summary
The proposed Jiaha passenger railway project passed the 10# and 11# water-taking well with the subgrade type within Class II protection zone. The proposed Jiaha station is at chainage CK251+570. The
impact analysis during the construction period indicated that the project construction had no much
possible impact on the drinking water source with the well of 120m-130m deep and relative protection
measurement on the subgrade, station and temporary projects.
Yilan County Government said the new water source had been under investigation and design in
accordance with the Yi Docu.31【2010】
《Reply of the Agreement on Hajia Railway Going through the
Drinking Water Source Concentrated Place》,that source will be halted and wasted before 2013, no
pollution impact will happen would happen to the water source during the openning period. With the precondition of the no pollution drained to the protection area during the the construction period, Yilan
County People’s Government agreed the project going through the area and having the stations.
9.6
Summary
1．Bingxi Station Domestic Wastewaterdrained to the Sewage Disposal Factory after the digestion tank
treatment, its sewage quality was up to the standard of Class III of《Sewage Comprehensive Drainage
Standards》
（GB8978-1996）. The design is feasible.
2. Bingxi County Station Domestic Wastewaterwas drained to the Bingzhou River after the digestion tank
and non-dynamic organism tank treatment. Due to the sewage disposal factory（scheduled to complete by
the end of 2010, the recent treatment capacity Q=20,000m3/d） under construction in Bingxi,the
assessment suggested that this station remove the non-dynamic organism tank equipment and drain the
Domestic Wastewaterto the sewage disposal factory after the digestion tank. The sewage water quality
was up to the standard of Class III of《Sewage Comprehensive Drainage Standards》
（GB8978-1996）.
The design is feasible.
3.The Shengli Station, Gaoleng Station, Dalianhe Station and Hongkeli Station were designed for the new
life water supply with its Domestic Wastewaterdrainage to the nearby ditches after the digestion tank and
non-dynamic organism tank treatment. not up to the standard of Class I of《Sewage Comprehensive
Drainage Standards》
（GB8978-1996）. The Assessent suggested the contact oxidation method and the
sewage quality was up to the standard after the treatment.
4. The Jiamusi Station（old and new Domestic Wastewaterafter the digestion treatment）, the Jiamusi
Motor Train Parking Yard sewage（life sewage, digestion sewage after the digestion tank and anaerobic
orgniam tank treatment） was drained to the East Jiamusi Sewage Disposal Factory, the outlet water
quality was up to the standard of Class III of 《Sewage Comprehensive Drainage Standards》
（GB89781996）.
5. It was designed that oil contraining sewage after the oil insulation pre-treatment at East Jiamusi
Dispatched Locomotive Back-turning Station meeting the life sewage(after the digestion pre-treatment) at
Jiamusi Dispatched Locomotive Back-turning Station, gathered in the pipe and treated with SBR
technique, up to the standard of Class I of 《Sewage Comprehensive Drainage Standards》
（GB89781996）, drained to the nearby ditches. The design scheme was feasible.
6. The over-bridge foundation construction should try to be in the dry season to avoid and the impact of
the mub and machine leakage on the water quality in the reason.
The sludge and mud water should be placed in the sedimentation tank at the bridge construction and
moved away after settled and dried natually. The tank and mud pit should be filled with the earth upon the
completion of the construction and recover the surface vegetation.
7. The tunnel leakage during the construction contained a lot sand mud, slurry and construction rubbish,
the sand sediment tank should be placed at the tunnel entrance and inclined shaft exit to avoid the
sediment of the slurry at the lower reaches and the pollution to the underground water against the
underground water resource loss.
8. Making a strict management of the construction machinery and strengthen the protection awareness,
abiding the requirement of the local environment departments to have less impact on the surrounding
water environment. The water pollution shall disappear with the completion of the construction.
10 Assessment of the Impact on Ambient Air
10.1 General
10.1.1 General
Upon the completion of the project, the train within this section will be drawn by the electric locomotive,
so the air pollution would be from the old and new boilers at each station. The stations involving the air
pollution discharge are: the old Jiamusi, moved and rebuilt East Jiamusi Station; newly built stations like
Bingxi Station, Bingzhou Station, Shengli Station, Fangzheng Station, Gaoleng Station, Dalian River
Station, Yilian Station and Hongkeli Stations; and the newly built Jiamusi Motor Train Parking Yard and
Jiamusi Dispatched Motor Train Returning Station.
The old boilers should try to used to heat new houses, and not to build the new boiler houses and enlarge
the old unless the inefficient heating capacity. Building new boiler rooms for the overall heating of the
new building concentrated area. 15 new boiler were built along the whole project.
10.1.2 Evaluation Standards
The air pollution discharge followed the time period II of Class II standard set in GB13271-2001《Boiler
Air Pollution Discharge Standards》.
Table 10-1《Boiler Atmosphere Pollution Discharge Standard 》Time Section Standard Value in
ClassⅡZone unit: mg/m3
Type of Boilers
＜0.7MW 或 1t/h coal burning
boiler
Other coal burning boiler
Smoke and Dust
SO2
120
900
200
900
10.1.3 Evalution Contents
1．The difference of the air pollution discharge amount before and after the project implementation.
2．Analying the air pollution discharge amount and status up to the criteria of the old and new boilers,
proposing the pollution prevention methods and demonstrating the feasibility in terms of the economy and
technology.
3．Making a simple comment on impact on the surrounding air environment from the earthworks and
rock works, material transportation and construction dust, and proposing the logical and feasible
protection methods and suggestions.
10.2 Analysis on the Air Pollution Source and Impact during the
Construction
10.2.1 Analysis on the Air Pollution
（1）Analysis on the Boiler Air Pollution
The old boiler distribution and the air pollution discharge amount are shown in the table 10-2.
Table 10-2 The old Boiler Energy Consumption and Atmosphere Pollution Discharge
No.
1
Station Names Boiler Capacity Quantity Fuel Type
Jiamusi Station
0.35 MW
2
Coal
Up to
standard
Standard
Not
GB13271-2001《Boiler
Atmosphere Pollution
2
East Jiamusi
Station
Total
0.7 MW
1
Coal
Not t
Discharge Standard》, in
ClassII area & II time period
3
/
/
/
Note: the old East Jiamusi Station closed upon the completion of the project
Revealed by the table 8-2, Jiamusi and East Jiamusi Station were not equipped with desulfuration dust
removing cleaner, the dust at the boiler chimney and SO2 discharge thickness were beyond the the time
period II of Class II standard set in GB13271-2001《Boiler Air Pollution Discharge Standards》.
2． New Boiler Distribution and Air Pollution Discharge Amount
The project is the electric drawing. The air drifting pollution source was the locomotive without traction;
the fixed air pollution source was the new built boiler at each station. The areas along the project belong
to the winter heating zones, the newly built office building, industrial area were all equipped the heating
facilities for winter. The increased coal burning boiler energy consumption and atmosphere pollution
discharge amout were shown in the table 9-2-2.
Table 10-3 Designing New Coal Burning Boiler Atmosphere Pollution Discharge Standard
unit: t/a
Station Names
Boiler Capacity
（MW）
Quanti
ty
Coal
Consumption
Amount
（t/a）
Polluting
Matters
Sulphur Dust
removin Removi
g
ng
Dust SO2
equipme Equipm
（t/a （t/a
nt
ent
）
）
Bingxi Station
0.7MW coal burning
boiler
1
475
1.00 4.56
/
Bingxian Station
1.4MW coal burning
boiler
2
1900
4.10 7.30
Yes
Victory Station
0.7MW coal burning
boiler
1
475
1.00 4.56
/
Fangzheng Station
1.4MW coal burning
boiler
2
1900
4.10 7.30
Yes
Gaoleng Station
0.7MW coal burning
boiler
1
475
1.00 4.56
/
Dalian River Station
0.7MW coal burning
boiler
1
475
1.00 4.56
/
Yilan Station
0.7MW coal burning
boiler
2
950
2.10 9.12
/
Hongkeli Station
0.7MW coal burning
boiler
1
475
1.00 4.56
/
Jiamusi Station
Supplied by the
municipal
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
/
/
/
/
3.65
/
government
Jiamusi Motor Train
Parking yard
1.4MW coal burning
boiler
1
950
2.1
Eastern Jiamusi Station
1.4MW coal burning
boiler
2
1900
4.10 7.30
Eastern Jiamusi Dispatched 1.4MW coal burning
1
950
2.10 3.65
Yes
Yes
Yes
Yes
Yes
Yes
Motor Train Returning
Station
boiler
Total
15
10925
23.60 61.12
/
/
Note: the boilers above were all for the warming in the life in stations and sections and production houses.
10.2.2 Air Pollution Calculation Method
（1）Coal Burning Boiler Openning Discharge Thickness at the Chimney Opening
①Theoretical Air Amount Calculation
V0 =1.01×Q/1000+0.5（Nm3/kg）
In fomula:
Q—fuel low heating value（kcal/kg）
Coal low heating value is 5500kcal/kg
②Actual Smoke Amount Calculation
VY =0.89×Q/1000+1.65+（α-1）×V0 （Nm3/kg）
In fumula 式中: α—excessive air coefficient
Referring to the the stipulated coal burning boiler in GB13271-2001《Boiler Air Pollution Discharge
Standards》1.8
③Pollution Thickness in the Smoke Calculation
C=Q’/（VY ×B）×106
In fomula:
C—pollution thickness（mg/Nm3）
Q’— pollution discharge amount（t/a）
VY —actual smoke amount（Nm3/kg）
B—coal consumption amount（t/a）
The project coal burning used the Shuangya Mountain coal, its ingredients are as in the table 9-2-3.
Table 10-4 Main Ingredient of Coal for the Railway
ingredient
dust（%）
sulphur（%）
24
0.6
Heat Generating Amount at low
origin
Shuangya Mountain
10.2.3 Analysis on the Atmosphere Pollution Impact
i. Boiler Atmosphere Pollution Discharge Thickness Estimation
1．New Boiler Chimney Opening Pollution Discharge Thickness Estimation
Position（kcal/kg）
4000~7000
The areas along the project belong to the winter heating zones, designed to have 15 new boilers, all coal
burning. The increased coal burning boiler energy consumption and atmosphere pollution discharge amout
were shown in the table 8-5.
（1）The new 0.7MW coal burning boilers were equiped with dust removing facilities, the chimney
opening discharge thickness estimation is as in the table 9-2-4.
Table 10-5 New 0.7MW Coal Burning Chimney Opening Discharge Thickness Estimation
Chimney Mouth Discharg Indensity(mg/Nm3）
Indensity
Type
0.7MW Coal Burning Boiler
Dust
SO2
184.85
910.82
GB13271-2001《Boiler Atmosphere Pollution
Discharge Standard》, standard values in
200
900
ClassII area & II time period (mg/Nm3)
By calculation, the new 0.7MW the coal burning boilers (equiped the dust removing facilities), the
chimney opening dust discharge thickness was up to the standard in the time period II of Class II set in
GB13271-2001《Boiler Air Pollution Discharge Standards》; SO2 discharge thickness was beyond the
time period II of Class II standard set in GB13271-2001《Boiler Air Pollution Discharge Standards》.
（2）The new 1.4MW coal burning boilers were equipment with desulfuration dust removing cleaner, the
chimney opening discharge thickness estimation is as in the table 9-2-5.
Table 10-6 New 1.4 MW Coal Burning Chimney Discharge Indensity Estimation
3
Indensity Chimney Mouth Discharg Indensity(mg/Nm ）
Type
1.4MWCoal Burning Boiler
Dust
SO2
180.63
364.53
200
900
GB13271-2001《Boiler Atmosphere Pollution
Discharge Standard》, standard values in ClassII area &
II time period (mg/Nm3)
By calculation, after the new 1.4MW the coal burning boilers were purified with the desulfuration dust
cleaner, the chimney opening dust discharge thickness was up to the standard in the time period II of Class
II set in GB13271-2001《Boiler Air Pollution Discharge Standards》.
10.2.4 Atmospere Pollution Treatment Methods
I. Comments, Evaluation and Economic and Technical Demonstration
In accordance with the Clause 7 of the Ha’erbing People’s Government No.121《Ha’erbing Raw Coal
Burning Pollution Protection Methods》: beyond the concentrated heating pipe web covered area, the new,
rebuilt and enlarged heating boilers should use the clean energy; if the conditions are temporarily not
sufficient, the boilers of 1-6t could use the boilers particular for beehive shaped coal; the boilers of over 6t,
the clean coal technology products with advanced dust removing cleaner.
II. Treatment Methods
For the atmosphere pollution reaching the standard, the unity of the boilers along the project and easy
management, the Assessment suggested the beehive shaped coal boilers for the boilers of below 6t. The
pollution discharge thickness is as in the table below.
The beehive shaped coal boilers, by the dust removing ratio of 95% and SO2 removing ratio of 60%, the
boiler chimney opening discharge thickness estimation is as in the table 9-2-6.
Table 10-7 Boiler Chimney Mouth Discharge Indensity Estimation
Chimney Opening Discharge Thickness
Thickness
（mg/Nm3）
Classification
Beehive Type Shaped Coal Burning Boiler
GB13271-2001 《 Boiler
Atmosphere
Dust
SO2
175.61
209
200
900
Pollution
Discharge Standard》,standard values in ClassII area &
II time period (mg/Nm3)
1．By calculation, 5 new 0.7MW the coal burning boilers (equiped the dust removing facilities) at Bingxi
Station, Shengli Station, Gaoleng Station, Dalian River Station, Hongkeli Station added, the chimney
opening dust discharge thickness was up to the standard in the time period II of Class II set in GB132712001《Boiler Air Pollution Discharge Standards》; SO2 discharge thickness was beyond the time period
II of Class II standard set in GB13271-2001《Boiler Air Pollution Discharge Standards》. The
Assessment suggested that all the boilers above changed to heehive shaped boiler of the equivalent
capacity, the air pollution discharge would reach the standard.
2．The project built 6 new coal burning boilers of 1.4MW at Bingzhou Station, Fangzheng Station,
Jiamusi Motor Train Parking Yard, East Jiamusi Dispatched Returning Station. For the unity and easy
management, the Assessment suggested that all the boilers above changed to heehive shaped boiler of the
equivalent capacity, the air pollution discharge would reach the standard in accordance with the Clause 7
of the Ha’erbing People’s Government No.121《Ha’erbing Raw Coal Burning Pollution Protection
Methods》.
3．Because of the location of Yilan County within the Grade II protection zone for the concentrated
drinking water supply, it is stipulated that “…no new pollution discharge construction, rebuilding and
enlargement construction of the projects within the Grade II protection zone in 《Sewage Protection and
Treatment Law of P.R.China》
、
《Drinking Water Source Protecton Zone Pullution Provention and
Management Rules》.
Yilan County Government said the new water source had been under investigation and design,that water
source will be halted before 2013. In view of the 4 year construction period of the project, it should be
stopped for utilization before the project openning, no pollution discharge impact will happen. Yilan
County People’s Government agreed the project going through the ClassII protection area.
By calculation, 2 new 0.7MW coal burning boilers (equiped the dust removing facilities) added at Yilan
Station, the chimney opening dust discharge thickness was up to the standard in the time period II of Class
II set in GB13271-2001《Boiler Air Pollution Discharge Standards》; SO2 discharge thickness was
beyond the time period II of Class II standard set in GB13271-2001《Boiler Air Pollution Discharge
Standards》. The Assessment suggested that all the boilers above changed to heehive shaped boiler of the
equivalent capacity, the air pollution discharge would reach the standard.
4．Jiamusi Station heating could be connected to the municipal heating system, no atmosphere pollution
discharge. The design was feasible. With the principal of “the old improved by the new”, 2 old coal
burning boilers of 0.35MW would be dismantled, the old boiler heating would be taken in the municipal
heating system.
5．The old East Jiamusi Station will be closed upon the completion of the project, moved for the new
construction. There was 1 coal burning boiler of 1.4MW. The Assessment suggested that all the coal
burning boilers changed to heehive shaped boiler of the equivalent capacity, the air pollution discharge
would reach the standard.
10.2.5 Summary of Pollution Discharge Amount Increased and Decreased
The atmosphere pollution discharge difference before and after the project construction was as in the table
10-8.
Table 10-8 Atmosphere Pollution Discharge Differece before and after the Project unit:t/a
Pollution Factor
Boiler
at
stations
and
sections
Dust （t/a）
SO2（t/a）
Old Jiamusi station and East
Jiamusi station
Before the
project
41
9.12
10 stations as Bingxi Station,
Jiamusi Parking Lot and East
Jiamusi Dispatch Locomotive
Returning Section
After the
project
9.2
41.94
After the project opening, the atmosphere pollution dust would be 31.8t/a lower, and SO2 would 32.82t/a
higher than before.
VI Atmosphere Pollution Treatment Investment Estimation
Table 10-9 Investment Estimation for the Atmosphere Pollution Protection and Treatment
Nol
Station
Names
Boiler
Capacity
Design
Investment
Quantity
（MW）
Assessment
Investment
Increased
Investment
15
Changed to
shaped coal boiler
of same capacity
20
5
60
Changed to
shaped coal boiler
of same capacity
60
0
20
5
（10k RMB
￥）
1
1
Assessment
Suggestion
（including “the （10k RMB （10k RMB
old improved by
￥）
￥）
the new”）
2
Bingxi
Station
0.7MW coal
burning
boiler
3
Bingxian
Station
1.4MW coal
burning
boiler
1
15
Changed to
shaped coal boiler
of same capacity
4
Victory
Station
0.7MW coal
burning
boiler
2
60
Changed to
shaped coal boiler
of same capacity
60
0
5
Fangzheng
Station
1.4MW coal
burning
boiler
1
15
Changed to
shaped coal boiler
of same capacity
20
5
6
Gaoleng
Station
0.7MW coal
burning
1
15
Changed to
shaped coal boiler
20
5
2
Dalian River
7
Station
8
9
10
Yilan
Station
Hongkeli
Station
Jiamusi
Station
boiler
of same capacity
0.7MW coal
burning
boiler
15
Changed to
shaped coal boiler
of same capacity
40
25
15
Changed to
shaped coal boiler
of same capacity
20
5
/
/
2 old 0.35MW
coal burning
boiler demantled
and combined to
the municipal
heating.
0
0
1
30
Changed to
shaped coal boiler
of same capacity
30
0
60
Changed to
shaped coal boiler
of same capacity
60
0
30
Changed to
shaped coal boiler
of same capacity
30
0
/
380
+50
0.7MW coal
burning
boiler
0.7MW coal
burning
boiler
Supplied by
the
municipal
2
1
government
Jiamusi 1.4MW coal
11 Motor Train
burning
Parking yard
boiler
12
Eastern
Jiamusi
Station
Total
1.4MW coal
burning
boiler
2
1
Eastern
Jiamusi
Dispatched 1.4MW coal
burning
Motor Train
boiler
Returning
Station
10.3 Analysis of Atmosphere Environment Impact and Protection
Methods during the Construction Period
10.3.1 Analysis of Atmosphere Environment Impact during the Construction Period
Due to the long railway construction period, larger scale and the relative concentraded staff and machinery,
its impact on the environment are mainly in the following 2 aspects:
1. The Life and Manufacture Boilers’ Impact on the Atmosphere Environment during the Construction
During the construction of the construction, for the settlement of the staff daily manufacture and life
problems, lot of sorts of small boilers were equipped at each construction camp, the smoke due to the
water boiling and cooking would have certain impact on the surrounding.
2. Impact of Various Kinds of Dust on the Environment in the Earthworks and Rockworks Construction.
The atmosphere pollution during the construction period was mainy vehicle transportation dust and
construction dust; the construction vehicles induced road dust took the 50% of the total, especially, the
cement and earth transportation vehicles caused the road dust was more obvious, the short time dust
thickness along the both sides of the carriage way was as high as 8-10 mg/m3, dusting decreased with the
distance increasing. In general, dusting thickness at 200m in the downward wind direction is close to the
comparison point in upward wind direction; the worst construction dusting were mainly from earthworks
and rockworks excavation, loading and unloading, cement and earth mixing.
10.3.2 Protection Methods and Suggestions
1．During the construction, strengthening the staff protection awareness and the environment
managemetn, strictly following the relative environment protection and construction rules and regulations
issued by local governments and divisions along the project.
2．The insulation shields around the construction land should be placed effectively and cleanly. The
safety warning signs should be arranged for the foundation project unfit for the shield due to some special
reasons; and the insulation methods should be checked at the dangerous places.
3．The earth and rock works should be stored together and covered or solidified.
4．The person special for the cleaning should be available at site with relative water sprinkling equipment,
doing the sweeping after sprinkling to reduce the dust pollution.
5．The office and living areas at the construction site should be afforested and beautified. The water
boiling and cooking boilers should use the clean energy.
6．The construction rubbish cleaning has to have the closed and particular rubbish road or be hoisted with
some containers, no random littering. The closed rubbish station should be set for the waste storage during
the construction.
7．No burning the closed matter, substance producing poisonous and harmful gas, dust and stinky odor at
the construction site.
8．The vehicle transportation should be strictly closed against earth and rock and sank dropping at the
construction period; adopting the sealed vehicles to reduce the dusting and to avoid the impact on the
crops on the both sides.
9．No overloading of the transportation vehicles; the wheel washing facilities should be set at the
entrances and exits of the urban construction sites.
10．Strengthening the maintenance of the construction machinery and vehicles, having a regular check on
the exhausion discharge of construction machinery and vehicles, no driving if the pollution discharge
overstandard; no use of the oil of worse quality, reinforce the machine maintenance to reduce the
exhausion fume amount.
The atmosphere impact on the environment was temporary during the construction, reducing it to the
minimum extent by means of the protection methods. The impact disappeared upon the completion of the
construction.
10.4 Summary
1. 5 new 0.7MW the coal burning boilers increased at Bingxi Station, Shengli Station, Gaoleng Station,
Dalian River Station, Hongkeli Station. The Assessment suggested that all the boilers changed to heehive
shaped boiler of the equivalent capacity, the air pollution discharge would reach the standard in
accordance with the Clause 7 of the Ha’erbing People’s Government No.121《Ha’erbing Raw Coal
Burning Pollution Protection Methods》.
2. 6 new coal burning boilers of 1.4MW added at Bingzhou Station, Fangzheng Station, Jiamusi Motor
Train Parking Yard, East Jiamusi Dispatched Returning Station. The Assessment suggested that all the
boilers changed to heehive shaped boiler of the equivalent capacity, the air pollution discharge would
reach the standard in accordance with the Clause 7 of the Ha’erbing People’s Government No.121
《Ha’erbing Raw Coal Burning Pollution Protection Methods》.
3. Because of the location of Yilan County within the Grade II protection zone for the concentrated
drinking water supply, Yilan County government expressed the new water source had been under
investigation and design,that water source will be halted before 2013. In view of the 4 year construction
period of the project, it should be stopped for utilization before the project openning, no pollution
discharge impact will happen. Yilan County People’s Government agreed the project going through the
ClassII protection area.
2 new 0.7MW coal burning boilers added at Yilan Station, the Assessment suggested that all the boilers
changed to heehive shaped boiler of the equivalent capacity, the air pollution discharge would reach the
standard in accordance with the Clause 7 of the Ha’erbing People’s Government No.121《Ha’erbing Raw
Coal Burning Pollution Protection Methods》.
4. Jiamusi Station heating could be connected to the municipal heating system, no atmosphere pollution
discharge. The design was feasible. With the principal of “the old improved by the new”, 2 old coal
burning boilers of 0.35MW would be dismantled, the old boiler heating would be taken in the municipal
heating system.
5. The old East Jiamusi Station will be closed upon the completion of the project. There was 1 coal
burning boiler of 1.4MW. The Assessment suggested that all the coal burning boilers changed to heehive
shaped boiler of the equivalent capacity, the air pollution discharge would reach the standard.
6. After the project opening, the atmosphere pollution dust would be 31.8t/a lower, and SO2 would
32.82t/a higher than before.
7. During the construction, the dust from the construction machiney, earth and rock works construction,
transportation vehicle dust, and the discharged smoke of temporary small boilers equipped at each camps,
all having impact on the atmosphere. All construction units should strictly follow the relative laws, rules
and laws, to reduce the impact to a minimum extent, and the impact would naturally vanish upon the
completion of the construction.
11 Electromagnetic Environment Impact Assessment
11.1 General
11.1.1 Evaluation Scope
In accordance with the stipulation of 《Railway Project Construction Project Environment Impact
Evaluation Technological Standards》TB 10502-93 5.1.1, the television affected evaluation range
is within 50m to the outer rail central line. Due to the high speed travelling of this project train,
elevated line took a larger percentage, the evaluation scope should be enlarged. The television
electromagnetic radiation impact evaluation scope should be extended to within 80m to the outer
rail central line along the both sides of the project.
In accordance with the requirement HJ/T24-1998《500kV Super-high Pressure Power
Transformation Convey Electromagnetic Radiation Environment Evaluation Technological
Stipulations》, the evaluation range of 500kV substation power frequency electromagnetic field is
500m outside the bounding wall. Due to electric pressure 220kV at the new substation and based
on the analogue trial experiences, the importance evaluation range of the newly built traction
substation is 50m beyond the wall of the substation.
In accordance with the stipulation of 《Electromagnetic Radiation Environment Impact
Evaluation Methods and Standards》
（HJ/T10.3-1996）, at the transmitter power P≤100kW, the
evaluation range should be the area centered with the aerial and the radius of 500m. In view of the
aerial radiation power all <100W at the GSM web base station and 《Mobile Telecommunication
Base Station Electromagnetic Radiation Environment Survey Methods》of State Environment
Protection Bureau and Information Industry Ministry, the survey range is the 50m around the
aerial; in the environment evaluation, the evaluation range also selected the relative radius, that is
the focused range centered with the aerial and radius of 50m at the GSMR base station.
11.1.2 Evaluation Contents
The evaluation on the electromagnetic environment impact included:
（1）The impact of the electromagnetic radiation of train moving on the resident television
receiving upon the completion of the project;
（2）The impact of the industrial power frequency electromagnetic field of newly built traction
substation;
（3）The impact of the electromagnetic radiation of the newly built GSMR base station.
The railway impact on the important radio facilities as the nearby guidance stastions, radar
stations and radio telecommunication stations above Grade II belongs to the inter-system
electromagnetic compatibilty problem, evaluated and demonstrated by the disturbance and
protection departments of railway design units, not included in this evaluation.
11.1.3 Evaluation Standards
GB/T6113-1995《Radio Disturbance and Anti-Disturbance Survey Equipment Stipulations》
GB/T15708-1995《AC Electrification Railway Locomotive Moving Induced Radio Radiation
Disturbance Survey Methods》
GB8702-88《Regulations for Electromagnetic Radiation Protection》
HJ/T10.2-1996《Radiation Environment Protection and Management Guidance, Electromagnetic
Radiation Survey Apparatus and Methods》
HJ/T10.3-1996《Radiation Environment Protection and Management Guidance, Electromagnetic
Radiation Environment Impact Evaluation Methods and Criteria》
HJ/T24-1998《500kV Super-high Pressure Power Transformation Convey Electromagnetic
Radiation Environment Evaluation Technological Stipulations》, electrification railway impact on
the TV receiving adoptd the research achievement in the past, signal-to-noise ratio(SNR) at 35db
was enough to receive the programs, image quality utilized the loss system of 5 grades evaluation
standards of CCIR.
GSMR base station electromagnetic radiation followed the standards set in GB8702-88
《Regulations for Electromagnetic Radiation Protection》, setting out the public lighting
exporting limits, the average value of the field parameter of environment electromegnetic
radiation in the continuous 60ms with in 24 hours should met the requirements in the table 11-1.
Table 11-1Public Lighting Derived Limited Value
Frequency Range
(MHz)
0.1－3
3－30
Electric Field Strengh Magnetic Field Strengh
(A/m)
(V/m)
40
67/
0.1
f
0.17/
Power Indensity
(W/m2)
40
f
12/f
30－3000
3000－15000
15000－300000
12
0.22
0.032
f
27
0.001
0.4
f
f/7500
0.073
2
Note: The limited value in the table refers that the overall electromagnetic strength（magnetic
strength or power indensity） of all electromagnetic radiation at each frequency should not be
above the limit of this frequency.
The GSMR frequency of the project is 900MHz, the correspondent power indensity exporting
limit is 0.4 W/m2（40 μW/cm2）. If the total radiation could be no more than 40μW/cm2, the
environmental radiation index is up to the standard.
In order to keep the total environment radiation strength within the standard, the State
Environment Protection Bureau stipulated the single project radiation contribution amount in
《Radiation Environment Protection and Management Guidance - Electromagnetic Radiation
Environment Impact Evaluation Methods and Criteria》as follow:
“to keep the public received total light dosage less than the stipulated value set in GB8702-88, the
single project impact has to be confined to the one a certain number of the limit of GB8702-88.
The large project approved by the State Environment Protection Bureau could take 1/ 2 of the
field strength limit of GB8702-88 or 1/2 of power indensity. Other projects take 1/ 5 of the field
strength limit of GB8702-88 or 1/5 of power indensity as the evaluation standard.” This analysis
uses the 1/5 of power indensity as the evaluation standard temporarily, i.e. 8μW/cm2 as the project
public lighting export limit.
11.1.4 The Electromagnetic Pollution General of Electrification Railway
Upon the completion of the project, electric locomotive would produce the impluse
electromagnetic pollution due to the sliding contact of electric bow and contact web, having the
bad impact on the resident TV receiving alongside. The power frequency from the tranction power
transformation and electromagnetic radiation at the GSMR base station will also make the nearby
resident worry about the electromagnetic impact.
11.1.5
Sensitive Point General
1. TV Receiving Sensitive Point General
The site investigation could reveal the the basic condition of TV receiving sensitive points along
the project. Within the evaluation range, the residents receiving TV with the ordinary aerials easily
affected by the electrified railwail train while those receiving TV with the wire and satellites did
not basically. On the basis of all TV receiving sensitive points and the different distribution of the
sensitive points at each section, the typical points were selected to be the current status survey
points, as shown in the table 10-1-2.
Table 11-2 Television Sensitive Points along the Project
No.
Survey Names of the
Point Sensitive Points
Distance
Internet
to the Scale within the
Chainage of the
Position Railway assessment Percentage
Sensitive Points
（households） （％）
（m）
1
Hayi Hospital
Staff Building
BJK1+200
Right
25
210
100
2
Ha’erbing Medical
University Student
Building
BJK1+340
Right
41
0
100
3
Postal Street
Residential
Building
BJK1+470
Right
30
146
100
4
Nanba /Southern
Dam Residential
Building
BJK+880
Left
25
524
100
5
Antarctic Street
Bungalow
BJK1+200
Left
21
80
100
6
Bingjiang Street
Residential
Building
BJK1+810
Left
38
92
100
7
Bingjiang Street
Residential
Building
BJK1+980
Left
19
52
100
8
Dafangli
BJK1+810
Right
57
605
100
Community
9
Dafangli
Community1
BJK2+550
Right
56
610
100
10
Dafangli
Bungalow
BJK3+000
Right
15
90
50
11
Dafangli
Bungalow
BJK3+400
Right
59
116
100
12
Bingjiang New
Town
BJK2+700
Left
35
280
100
13
Lihua Community
BJK3+700
Right
30
304
100
14
Shanghe Town
BJK4+100
Right
51
630
100
15
Zhenjiang Street
Bungalow
BJK3+800
Left
15
238
50
16
Taiping Bridge
Station Front
Bungalow
BJK4+750
Left
30
35
50
Nanzhi
Community
ModifiedJNK+700
Left
66
60
50
Water Source
Community
Right
ModifiedJNK1+400
Bungalow
43
82
50
17
18
19
Taiping Bridge
Station Front
Bungalow1
CK+200
Left
15
0
50
20
3 Trees
Community
Bungalow
CK+600
Right
12
47
50
21
3 Trees
Community
CK+800
Right
53
16
50
Bungalow1
22
Water Source
Community
Bungalow1
CK1+570
Left
7
201
50
23
Water Source
Community
Bungalow2
CK1+570
Right
8
172
50
Beigang Village
CK3+000
Right
20
63
30
25
Front 5 Trees
CK6+000
Left
10
16
20
26
Xinli Village
CK13+000
Right
30
51
20
27
Yan Family
Village
CK14+530
Right
60
7
20
28
Shangbali
CK21+250
Left
60
10
20
29
Feng Family
Valley
CK22+600
Right
20
9
20
30
Lu Family
Valley
CK24+050
Left
41
10
20
31
Zhangfang
Village
CK31+400
Left
76
6
20
32
Phoenix
Mountain
Village
CK37+950
Left
20
38
20
33
Nanjiaguang
Village
CK42+950
Right
64
11
20
34
Sanjiedi
CK48+350
Right
45
13
20
35
Wangchaozhu
Village
CK50+300
Right
37
5
20
36
Hougaoligouzi
CK52+000
Left
50
8
20
24
1
2
37
Xin Family
Village
CK59+000
Left
30
16
20
38
Xinglong
Village
CK61+300
Left
60
6
20
Bing County
Village
CK62+800
Left
10
26
30
40
Bing County
Village1
CK62+800
Right
30
11
30
41
Zhangwenbao
Village
CK71+800
Right
30
13
20
42
Gao Family
Village
CK82+400
Right
62
8
20
43
Cui Family
Village
CK95+500
Left
54
17
20
Cheng Family
Village
CK107+950
Left
10
16
20
45
Cheng Family
Village1
CK107+950
Right
16
33
20
46
Wanchun
Village Team 6
CK108+500
Left
72
5
20
47
Youli Village
CK114+900
Left
30
8
20
Cai Family
Village
CK156+300
Right
46
14
20
49
Henan Village
CK176+850
Right
36
8
20
50
Demoli
CK184+100
Left
16
31
20
51
Demoli 1
CK184+600
Right
18
16
20
52
Xinglong
Village
CK202+300
Left
20
29
20
39
44
48
3
4
5
53
Xinglong
Village1
CK202+300
Right
18
21
20
54
4 Miles
CK206+700
Right
20
16
20
55
Chenguang
Team No.9 1
CK249+100
Right
72
1
20
Chenguang
Village
CK249+950
Left
18
17
20
57
Wuyan Village
CK277+600
Right
52
9
20
58
Yangjiadian
CK287+150
Right
80
15
20
Xinghua
CK308+500
Left
50
15
20
60
Kaoshan
CK327+200
Right
30
15
40
61
Wanxing
Village
CK332+000
Left
16
5
50
62
Wanxing
Village1
CK332+000
Right
18
11
50
Wanxing
Village2
CK333+000
Left
20
34
50
64
Wanxing
Village3
CK333+850
Right
22
44
50
65
Changlongshijia
CK335+200
Right
30
190
100
66
Shishun Home
CK335+350
Left
30
168
100
67
Red Flag
Community
CK335+900
Left
30
198
100
68
Glass Factory
Family
Building
CK336+150
Right
10
64
100
69
Jiamusi
University
CK336+680
Left
10
212
100
56
59
63
6
7
8
Community
70
Jialian
Community
CK337+150
Left
20
286
100
71
Zhongshan
Street
Bungalow
CK337+780
Left
20
38
60
72
Glass Factory
Bungalow
GSJCK377+360
Right
30
2
60
73
Shishui Garden
GSJCK377+360
Left
30
300
100
74
Jialian
Community
GSJCK378+200
Right
10
138
100
75
John Dior
Residential
Area
GSJCK378+570
Right
20
44
100
76
Qiaolong
Bungalow
GSJCK379+000
Right
14
42
60
77
Three Province
Village
TJK579+000
Right
8
82
100
78
Fengdeng
Community
Bungalow
TJK577+460
Right
8
201
60
79
Railway
Dormitory
Building 1
TJK574+100
Right
10
122
60
80
Station Front
South
Compound
ZXYK578+900
Left
38
160
60
81
Jiwu Alley
ZTCK578+450
Left
80
24
60
82
Fengdeng
Community
Bungalow1
ZTCK577+650
Right
17
194
60
83
Model Village
ZTCK575+900
Left
8
268
60
84
Model Village
ZTCK576+550
Right
8
40
60
85
Railway
Dormitory
Building
ZTCK574+000
Right
10
21
60
Note: Web percentage refers to the ratio of receiving TV by wire television and satellite TV.
2. Newly Built Traction Substation General
The project had the new construction of 8 traction substation of 220kV AT: Taiping Bridge, Bing
County, Shengli, Fangzheng, Gaoleng, Yilan, Hongkeli and Jiamusi.
3. Radio Telecommunication Facility Electromagnetic Impact
On the basis of the design documents, the project adopted the specail mobile telecommunication
system of GSMR, including GSMR core web, GSMR radio web and mobile stations. The
maximum designed power of the basic single load wave at base station was 60W, aerial gain was
17dBi, placed along the railway.
11.2 The Current Electromagnetic Environment Status
11.2.1 TV Receiving Status Survey and Estimation Analysis
The current TV receiving status survey was the survey on the background radio noise field
strength and television signal field strength before the project at the TV receiving sensitive
communities.
1. Survey Distributed Points
Based on the investigation results in the table 10-1-2, the surveys were made on the selected
current status survey points. The survey points were as shown in the appendix drawings.
2. Survey Contents
（1）TV signal field strength.
（2）Background radio noise field strength.
3. Survey Time and Frequency
（1）Survey Time
Survey time was selected at the local TV program showing period.
（2）Survey Frequency
The TV signal field measures the image loading frequency at each channel, the background radio
noise field strength survey chose a frequency point at each TV frequency useful signal frequency
belt.
4. Survey Meters and Methods
（1）The survey meters: frequency spectrometer, mating aerial
（2）The survey methods: set the aerial 2m high, horizontally polarization, pointed at the point
with the maxium signal field strength.
11.2.2 Survey Results and Analysis
1. Survey Results
The survey results at each point were as in the table 11-3.
Table 11-3 the Current Status of Signal-to-Noise Ratio along the Project
Frequency
No.
Survey Points
2
Background
Signal-to-Noise Ratio
（dB）
(dBμv/m)
Field Strength
(dBμv/m)
49.75
70﹡
13
57√
168.25
68﹡
19
49√
184.25
85﹡
19
66√
216.25
74﹡
20
54√
479.25
77﹡
22
55√
527.25
80﹡
22
58√
49.75
44
14
30
168.25
52
19
33
184.25
56
20
36√
（MHz）
1
Signal Field
Strength
Beigang Village
Phoenix Mountain
Village
216.25
59﹡
20
39√
527.25
56
22
34
65.75
81﹡
11
70√
200.25
81﹡
19
62√
216.25
50
20
30
551.25
82﹡
22
60√
3 Bing County Village
Continued Table10-2-1 the Current Status of Signal-to-Noise Ratio along the Project
Frequency
No.
Survey Points
4
5
6
7
Cai Family
Village
Chenguang
Village
Xinghua
Background
Signal-to-Noise
(dBμv/m)
Field Strength
(dBμv/m)
Ratio（dB）
200.25
39
20
19
551.25
54
22
32
607.25
57
26
31
719.25
49
27
22
65.75
81﹡
9
72√
216.25
85﹡
19
66√
559.26
81﹡
22
59√
647.25
87﹡
26
61√
176.25
89﹡
19
70√
208.25
93﹡
20
73√
703.25
81﹡
26
55√
77.25
45
9
36√
（MHz）
Cheng Family
Village
Signal Field
Strength
8
Wanxing
Village
200.25
42
20
22
216.25
42
20
22
503.25
57
22
35√
551.25
58
22
36√
57.75
42
11
31
168.25
74﹡
20
54√
479.25
57
22
35√
527.25
60
23
37√
Note: “√”refers to Signal-to-Noise Ratio >35dB, “﹡”means that signal field strength reached the
applicable field stipulated by the Broadcasting and Movie Department.
2. The Current Status Analysis
The TV accompanying sound used the FM system, uneasy to be affected, considering mainly the
image signal impact with the AM system. Making the adjudgement by the CCIR recommended
image loss system 5 grades marking standard: 5 points was undetectable; 4 detectabe, but no
disgusting; 3 disgusted a little; 2 disgusting; 1 very disgusting. The general practical limits: 3
points or above was normal receiving condition. Known by the research outcomes, D/U >35db,
the TV image could reach 3 points or over, the normal receiving extent.
Revealed from the tabe 10-2-1, 8 survey points used radio to receive 35 channels within the
project evaluation scope at present, 18 of which channerl signal field strength reached the the
applicable field strength value（V section 57dBμV/m，U section 67dBμV/m） at the service
areas, 24 channels had the U/D up to the normal receiving requirement of 35db, 69% of the total
channels.
In general, the land along the project is reasonably flat, favorable to the TV signal coverage, cable
TV web ratio in the villages alongside, most residents used the normal aerials with a not bad
receiving quality.
11.3 Eectromagnetic Environment Impact Estimation and
Evaluation
11.3.1 Eectromagnetic Pollution Source Features
1. Eectromagnetic Radiation during the Eletric Locomotive Moving
（1）Contact Web Technological Comparison
The electromagnetic amount produced during moving, has a close connection with the contact
web quality. In order to estimate the electromagnetic radiation level after the opening, a
comparison should be made between the contact web technological conditions of the related line
having the electromagnetic radiation measurement and that of the project. According to the project
data, the contact web lead was recommended to use magnesium copper alloy, the contact lead
strengthing force was over 25KN, suspended with compensation elastic chain, designed speed was
250km/h. Accordingly, upon the completion of the project, the electromagnetic radiation source
strength made during the locomotive travelling could be compared to the opened Jingjin Inter-city
Railway.
Jingjin inter-city railway used the magnesium copper alloy lead, stretching force was 27KN,
designed speed was 350km/h, the basic conditions were similar to the project. Based on the survey
results aless at Jingjin line, the train made the radio interruption at the frequency point 150MHz
2dB lower than the normal speed line. According to the research results in the past, the frequency
linear curve inclining ratio of the frequency disturbance field strength at 30－1000MHz at 10m
from the line was not changed with the speed acceleration.Thus, reducing electromagnetic
radiation frequency property curve 2db at 30－1000MHz with the normal speed of 60km/h could
be the electromagnetic radiation frequency property estimation curvte for the train at speed of
250km/h upon the completion.
（2）Electromagnetic Radiation Property Change with the Speed
The figure 10-3-1 gave the speed change curve of electromagnetic radiation receiving power level
at 150MHz on the train at the high speed line(silver copper contact lead, stretching force 20000N)
according to 《High Speed Railway Electromagnetic Radiation Source Strength Determination》.
For the easy comparison, the silver copper lead estimation curve and normal speed actual survey
curve were arranged on the same piece of the drawing. Revealed by the drawing, the
electromagnetic radiation at 200－220km/h and radiation level of the normal line (50－60km/h)
were basically the same.
The radio disturbance survey results（not given in the drawing） at 15000N stretching force of
magnesium copper lead of Qinchen Railway was 5dB bigger than the silver copper lead of 20KN
stretching force estimation curve. By the rule of electromagnetic radiation declining with the
stretching force increasing, when the stretching force is 1.5-1.6 times higher, electromagnetic
radiation level reduced roughly to about 6dB. It was predicted that the disturbance at magnetisium
copper lead stretching force of 25KN was 6dB lower than the Qinsheng Railway ata 15KN, and
about 1dB lower than the silver copper lead at 20KN. And with the relationship of the silver
copper of 20KN and normal speed railway disturbance, the estimation curve of Hajia Railway
electromagnetic radiation change with the speed was known as in the figure 10-3-1.
Figure 11-1 estimation curve of electromagnetic radiation change with the speed
（3）Electromagnetic Radiation Frequency Property and Distance Feature
1）Frequency Property
Figure 11-1 is the frequency property estimation curve at 10m to the railway of moving speed of
250km/h.
70
dBμv/m
60
50
40
30
20
10
0
10
100
1000
频率(MHz)
Figure 11-2 the frequency property estimation curve at 10m to the railway
2）Distance Feature
The distance feature is the lateral spread feature. It is refered that each frequency in the electrified
railway radio noise declines along the vertical railway direction. When the distance along the
vertical railway direction increased once, electrified railway radio noise declines:
b  4.28 
1.735
f
In fomula: b：frequency distance declined amount,dB；
f：frequency, MHz。
With the frequency and lateral decling property, the radil noise values of eletric locomotive could
be calculated at any distance and frequency of the line by the fomula below:
E x  E0  b 
lg Dx  1
lg 2
Ex：field strengh value to be calculated，dBμv/m ；
E0：the radio noise field strength value at 10m to the electrified railway ( dBμv/m), available on
the frequency feature curve figure；
Dx ：the perpendicular distance between the point to be known and the electrified railway
2. The Power Frequency Electromagnetic Field Characteristic of Traction Substation
8 new traction substations were newly built along the project, considerating mainky the impact of
the power frequency electromagnetic field and electric field on the human bodies, which could be
analized with the survey data of the substation of the same kinds.
（1）Comparison Conditions
Comparing and surveying traction substation was Sui Mid-north substation of Qinsheng Railway,
220kV high prossure inported, low pressure exported. There are 2 main voltage changers with the
basic conditions same with the new traction substation of the project.
（2）Comparison Survey Contents
Using power frequency electric field meter to survey the power frequency electric field; adopting
Gauss meter to survey the power frequency electromagnetic field. Measuring meters and methods
were in line with the international or field requirements.
（3）Survey Results
1）Power Frequency Electromagnetic Field
The traction substation power frequency electromagnetic field survey results were as in the figure
10-3-3.
220kV牵引变电所工频磁场测量结
工频磁场(mG)
6
5
围墙
4
距围墙20m
3
距围墙40m
2
1
0
0
10
20
1.5m垂直
30
1.5m水平
40
50
0.2m垂直
60
70
80
0.2m水平
Figure 11-3 Traction substation power frequency electromagnetic field survey results
Shown by the figure, the power frequency electromagnetic field was a little above 0.2μT at the
substation wall; no more than 0.1μT of power frequency electromagnetic field strength 20m to the
traction substation wall, much lower the recommended value of 0.1mT in HJ/T24-1998.
2）Power Frequency Electric Field
The survey results of the power frequency electric field of the traction substation were as in the
figure 10-3-4.
220kV牵引变电所工频电场测量结果
工频电场强度(v/m)
10000
围墙
1000
距围墙20m
距围墙40m
距围墙
60m
100
10
0
10
20
30
40
50
60
70
80
距线下投影距离(m)
距地面1.5m
距地面0.2m
Figure 11-4 the survey results of the power frequency electric field of the traction substation
Shown by the actual survey at the substation wall, the power frequency electric field strength was
no more than 300V/m and 200V/m or so 20m away from the wall, much lower the recommended
value of 4kV/m in HJ/T24-1998.
3. GSMR Base Station Produced Electromangetic Radiation Properties
The project radio telecommunication system used the GSMR web system settlement scheme,
loading frequency used 885～889 MHz upwards and 930～934 MHz downwards. The single
loading frequency maximum designed power was 60W, referring to table 10-3-1 for detail:
Table 11-4 Base Station and Its Main Technical Index for the Utilization of Antennas
Items
Technical Index
Transmitter output power
（single loading
Maxium 60 W
frequency）
Base station antenna
height
40m，35m
Increased 17dBi，horizontal wave band width is about 65°；
Base station antenna
parameter
perpendicular wave band width is about 9.5°；
Down angle of inclination is 7°。
If equipped with multi-
Before the input of antenna, having base station combinator loss, wire
loading wave, the antenna
inputting power
loss, feeder loss and function dividor loss.
The project substation working frequency were 885～889 MHz upwards and 930～934 MHz
downwards, belonging to microwave frequency. The value power indensity at certain distance to
the aerial could be calculated by the fomula below:
p
d

P G
4   r
2 (mW/cm2)
In fomular: P—— transmitter power (mW)；
G—— aerial gain(times)；
R—— the axial distance of the survey point to the aerial (cm)
Whiling working at the single load frequency, considering the feeder line loss before the aerial
input and power distributor loss, the aerial input power was about P＝19W. While working at the
multi-load frequency, the value was lower than at the single load frequency considering the
combining tool loss, taking in the single load frequency transmitter power and aerial gain dBi＝17
（dBd＝14.85）, calculating the aerial radiation field strengh in axial and the semi-power angle
direction at the differenct distances. The calculated values were as in the table 10-3-2, the aerial
height by 35m at the Mid-base station .
Whiling working at the
Table 11-5 Radiation Field Strengh Calculated Values at Differenct Distances to the
Base Station
Single Load Wave（aerial inupt power approximately p=19W）
Distance （m）
Axial power (μW/cm2)
Semi-power angle (μW/cm2)
20
11.55
5.77
21
10.47
5.24
22
9.54
4.77
23
8.73
4.37
24
8.02
4.01
Revealed by the table above, 24m away from the aerial, the field strength at any height was lower
than 8μW/cm2, as shown in the figure 10-3-5 for the overstandard area. Due to the GSMR aerial
horizontal wave band width is about 65° and about 12m at the position of 20m in the aerial axial
direction, it was roughly determined that the aerial overstandard area was the zone centered with
the aerial, 24m along the each side of the project and 12m in each vertical line direction. Besides,
according to the vertical aerial wave bunch width and down-inclind angle, the aerial energy was
calculated roughly focus at the point 6m downwards the aerial erection height. When the base
station worked with the multi-load frequency, its radiation power was less than the single
frequency output power, no impact beyone the single load frequency area.
Area
overstandar
d
Base station
pylon
Figure 11-5 Radiation Over standard Area Illustration
11.3.2 Impact Estimation
1. TV Receiving Impact Estimation
In table 10-3-3 was listed signal-to-noise ratio changes of the aerial TV receiving in the surveyed
communities due to the electrified railway radio disturbance impact while the trains pass by upon
the completion.
Table 11-6 Signal-to-noise Ratio Changes of the TV Receiving Surveyed Communities
upon the Completion of the Project
No.
1
Survey
Points
Beigang
Village
Frequency
（MHz）
Signal-toSignal-toSignal Field Background
noise
Ratio
noise
Ratio
Strength
Field Strength
before project before project
(dBμv/m)
(dBμv/m)
（dB）
（dB）
49.75
70﹡
13
57√
34
168.25
68﹡
19
49√
37√
184.25
85﹡
19
66√
55√
216.25
74﹡
20
54√
44√
479.25
77﹡
22
55√
49√
527.25
80﹡
22
58√
52√
(Continued) Signal-to-noise Ratio Changes of the TV Receiving Surveyed Communities upon the
Completion of the Project
No.
2
3
4
5
6
Survey
Points
Phoenix
Mountain
Village
Bing
County
Village
Cheng
Family
Village
Cai Family
Village
Chenguang
Frequency
（MHz）
Signal-toSignal-toSignal Field Background
noise
Ratio
noise
Ratio
Strength
Field Strength
before project before project
(dBμv/m)
(dBμv/m)
（dB）
（dB）
49.75
44
14
30
8
168.25
52
19
33
21
184.25
56
20
36√
26
216.25
59﹡
20
39√
29
527.25
56
22
34
28
65.75
81﹡
11
70√
47√
200.25
81﹡
19
62√
51√
216.25
50
20
30
20
551.25
82﹡
22
60√
54√
200.25
39
20
19
9
551.25
54
22
32
26
607.25
57
26
31
26
719.25
49
27
22
18
65.75
81﹡
9
72√
47√
216.25
85﹡
19
66√
55√
559.26
81﹡
22
59√
53√
647.25
87﹡
26
61√
56√
176.25
89﹡
19
70√
59√
Village
7
8
Xinghua
Wanxing
Village
208.25
93﹡
20
73√
63√
703.25
81﹡
26
55√
50√
77.25
45
9
36√
11
200.25
42
20
22
12
216.25
42
20
22
12
503.25
57
22
35√
29
551.25
58
22
36√
30
57.75
42
11
31
7
168.25
74﹡
20
54√
43√
479.25
57
22
35√
29
527.25
60
23
37√
31
To summarize the table above: at present, 24 channel of 35 TV channels receiving programs by
aerials at 8 survey points reached the signal-to-noise ratio of 35dB required for the normal
receiving before the project. After the project, the signal-to-noise ratio reduced quite much, only
16 channels left were up to the signal-to-noise ratio requirement.
Due to the higher speed grade of this project, there are a lot of overbridges and high subgrades
along the line. Besides the electromagnetic radiation, the fast movement of the overbridge train
while passing by and the reflective shielding impact damaged the radio telecommunication
channels seriously and caused the quick declining of the receiving signals and affected the normal
TV receival.
2. raction Substation Impact Estimation
8 new traction substations were newly built in this project. Based on the comparison above,
estimation analysis was as follows:
（1）The power frequency electromagnetic field was a little above 0.2μT at the substation wall;
no more than 0.1μT of the power frequency electromagnetic field strength 20m to the traction
substation wall, much lower the recommended value of 0.1mT in HJ/T24-1998, 0.1％ of the state
recommended limit. Thus, the power frequency electromagnetic field produced by the traction
substation was in line with the requirement set in HJ/T24-1998.
（2）The power frequency electric field strength was no more than 300V/m at the substation wall;
200V/m or so 20m away from the wall, much lower the recommended value of 4kV/m in HJ/T241998, 5％ of the state recommended limit. Thus, the power frequency electromagnetic field
produced by the traction substation at 220kV was in line with the requirement set in HJ/T24-1998.
3. GSMR Base Station Afffection Estimation
By calculation, when the GSMR bast station worked with the single frequency, centered with the
aerial, 24m along the each side of the project and 12m in each vertical line directions, and the
rectangular space of 6m downwards the aerial erection height was the aerial overstandard area.
When the base station worked with the multi-load frequency, its radiation power was less than the
single frequency output power, no impact beyone the single load frequency area.
11.4 Evaluation Conclusions
1. TV Receiving Impact Conclusions
Upon the completion of the project, the signal-to-noise ratio of each channel due to the
electromagnetic radiation from the train travelling reduced greatly. 24 channel of 35 TV channels
receiving programs by aerials at 8 survey points reached the signal-to-noise ratio of 35dB required
for the normal receiving before the project. After the project, the signal-to-noise ratio reduced
quite much, only 16 channels left were up to the signal-to-noise ratio requirement.
Due to the higher speed grade of this project, there are a lot of overbridges and high subgrades
along the line. Besides the electromagnetic radiation, the fast movement of the overbridge train
while passing by and the reflective shielding impact damaged the radio telecommunication
channels seriously and caused the quick declining of the receiving signals and affected the normal
TV receival with the ordinary aerials.
Because the cable TV web ratio in the villages alongside was quite low, most households used the
ordinary aerials for TV, it was predicted that the project construction would have an obvious bad
affect on the resident TV watching.
2. Traction Substation Impact Conclusion
Based on the analogous data, the power frequency electric field and the power frequency magnetic
reaction were lower, in line with the recommended corresponding limit requirements in HJ/T241998. The corridor traction substation high voltage inported was not within the project range, its
environmental impact should be organized by the relative electric divisions.
3. GSMR Base Station Impact Conclusion
By the calculation and analysis above, the rectangular space, centered with the aerial, 24m along
the each side of the project and 12m in each vertical line directions, and 6m downwards the aerial
erection height, was the aerial overstandard area（under control）, namely, the radiation indensity
outside the overstandard area could be lower than 8μW/cm2, in line with the requirements of
GB8702-88and HJ/T10.3-1996.
11.4.1 Treatment Methods and Suggestions
1. Suggestions on TV Watching Impact Treatment
Upon the completion of the construction, the eletromagnetic radiation to the residents TV
watching alongside due to the passing-by trains could be eliminated by the cable TV net
connection, and the train body reflection and shielding impact could also be settled. Based on the
estimation results, it was suggested to reserve the cable TV net compensation cost or satellite
aerial purchasing cost for the possible affected households at the sensitive points. The total
reserved compensation cost is 719,000 RMB￥ with 500 RMB￥/household, referring to the table
10-3-4. The compensation should not be made until the actual affected tested upon the completion
of the project and openning.
Table 11-7 Compensation Methods Summary
No.
Point
No.
Names of Sensative
Points
Distance
Estimated Compensation
to
Households
Sensative Points
Amount
Railway
Affected
Chainage
（m） （Household） （RMB￥）
1
Hayi Hospital Staff
Builindg
BJK1+200
25
0
0
2
Ha’erbing Medical
University Student
Building
BJK1+340
41
0
0
3
Postal Street Residential
Building
BJK1+470
30
0
0
4
Nanba /Southern Dam
Residential Building
BJK+880
25
0
0
5
Antarctic Street
Bungalow
BJK1+200
21
0
0
6
Bingjiang Street
Residential Building
BJK1+810
38
0
0
Continued - Compensation Methods Summary
No.
Point
No.
Names of Sensative
Points
Distance
Estimated Compensation
to
Households
Sensative Points
Amount
Railway
Affected
Chainage
（m） （Household） （RMB￥）
7
Bingjiang Street
Residential Building
BJK1+980
19
0
0
8
Dafangli Community
BJK1+810
57
0
0
9
Dafangli Community1
BJK2+550
56
0
0
10
Dafangli Bungalow
BJK3+000
15
45
22500
11
Dafangli Bungalow
BJK3+400
59
0
0
12
Bingjiang New Town
BJK2+700
35
0
0
13
Lihua Community
BJK3+700
30
0
0
14
Shanghe Town
BJK4+100
51
0
0
15
Zhenjiang Street
Bungalow
BJK3+800
15
119
59500
16
Taiping Bridge Station
Front Bungalow
BJK4+750
30
18
9000
17
Nanzhi Community
Changed to
JNK+700
66
30
15000
18
Water Source
Community Bungalow
Changed to
JNK1+400
43
40
20000
19
Taiping Bridge Station
Front Bungalow1
CK+200
15
0
0
20
3 Trees Community
Bungalow
CK+600
12
24
12000
21
3 Trees Community
Bungalow1
CK+800
53
8
4000
22
Water Source
Community Bungalow1
CK1+570
7
101
50500
23
Water Source
Community Bungalow2
CK1+570
8
86
43000
Beigang Village
CK3+000
20
44
22000
25
Front 5 Trees
CK6+000
10
13
6500
26
Xinli Village
CK13+000
30
40
20000
27
Yan Family Village
CK14+530
60
6
3000
28
Shangbali
CK21+250
60
8
4000
29
Feng Family Valley
CK22+600
20
7
3500
30
Lu Family Valley
CK24+050
41
8
4000
31
Zhangfang Village
CK31+400
76
5
2500
Phoenix Mountain
Village
CK37+950
20
30
15000
33
Nanjiaguang Village
CK42+950
64
9
4500
34
Sanjiedi
CK48+350
45
10
5000
35
Wangchaozhu Village
CK50+300
37
4
2000
36
Hougaoligouzi
CK52+000
50
6
3000
37
Xin Family Village
CK59+000
30
13
6500
38
Xinglong Village
CK61+300
60
5
2500
Bing County Village
CK62+800
10
18
9000
Bing County Village1
CK62+800
30
8
4000
24
32
39
40
1
2
3
Continued Table - Compensation Methods Summary
No.
Point
No.
Names of Sensative
Points
Distance
Estimated Compensation
to
Households
Sensative Points
Amount
Railway
Affected
Chainage
（m） （Household） （RMB￥）
41
Zhangwenbao Village
CK71+800
30
10
5000
42
Gao Family Village
CK82+400
62
6
3000
43
Cui Family Village
CK95+500
54
14
7000
Cheng Family Village
CK107+950
10
13
6500
45
Cheng Family Village1
CK107+950
16
26
13000
46
Wanchun Village Team 6
CK108+500
72
5
2500
47
Youli Village
CK114+900
30
10
5000
Cai Family Village
CK156+300
46
11
5500
49
Henan Village
CK176+850
36
10
5000
50
Demoli
CK184+100
16
25
12500
51
Demoli 1
CK184+600
18
13
6500
52
Xinglong Village
CK202+300
20
23
11500
53
Xinglong Village1
CK202+300
18
17
8500
54
4 Miles
CK206+700
20
13
6500
55
Chenguang Team No.9 1
CK249+100
72
5
2500
Chenguang Village
CK249+950
18
14
7000
57
Wuyan Village
CK277+600
52
7
3500
58
Yangjiadian
CK287+150
80
12
6000
Xinghua
CK308+500
50
12
6000
44
48
56
59
4
5
6
7
60
Kaoshan
CK327+200
30
9
4500
61
Wanxing Village
CK332+000
16
5
2500
62
Wanxing Village1
CK332+000
18
6
3000
Wanxing Village2
CK333+000
20
17
8500
64
Wanxing Village3
CK333+850
22
22
11000
65
Changlong Family
CK335+200
30
0
0
66
Shishui Home
CK335+350
30
0
0
67
Red Flag Community
CK335+900
30
0
0
68
Glass Factory Family
Building
CK336+150
10
0
0
69
Jiamusi University
Community
CK336+680
10
0
0
70
Jialian Community
CK337+150
20
0
0
71
Zhongshan Street
Bungalow
CK337+780
20
15
7500
30
2
1000
63
8
72
Glass Factory Bungalow GSJCK377+360
73
Shishui Garden
GSJCK377+360
30
0
0
74
Jialian Community
GSJCK378+200
10
0
0
Continued Table- Compensation Methods Summary
No.
75
Point
No.
Names of Sensative
Points
John Dior Residential
Area
Distance
Estimated Compensation
to
Households
Sensative Points
Amount
Railway
Affected
Chainage
（m） （Household） （RMB￥）
GSJCK378+570
20
0
0
76
Qiaolong Bunglow
GSJCK379+000
14
17
8500
77
Three Province Village
TJK579+000
8
0
0
78
Fengdeng Community
Bungalow
TJK577+460
8
80
40000
79
Railway Dormitory
Building 1
TJK574+100
10
50
25000
80
Station Front South
Compound
ZXYK578+900
38
60
30000
81
Jiwu Alley
ZTCK578+450
80
10
5000
82
Fengdeng Community
Bungalow1
ZTCK577+650
17
70
35000
83
Model Village
ZTCK575+900
8
100
50000
84
Model Village
ZTCK576+550
8
16
8000
85
Railway Dormitory
Building
ZTCK574+000
10
8
4000
Compensation Total: 719,000.00RMB￥
2. Suggestions on Traction Substation Impact Treatments
8 new traction substations were newly built along the project, in accordance with the comparison
and analysis, the power frequency electromagnetic field and electric field at the substation wall
were far lower than the standards state recommended. However, in order to further reduce the
electromagnetic impact and resident apprehension, it was suggested the final location of the
substation be as far as possible from the sensitive objects as the residential areas.
3. Suggestions on GSMR Base Station Radiation Protection
The project adopted the GSMR digital radio telecommunication system, but the station location
has been decided yet so far. By the calculation above, the rectangular space, centered with the
aerial, 24m along the each side of the project and 12m in each vertical line directions, and 6m
downwards the aerial erection height, was the aerial overstandard area（under control）, namely,
the radiation indensity outside the overstandard area could be lower than 8μW/cm2, in line with
the requirements of GB8702-88and HJ/T10.3-1996. It was suggested the location of the base
substation be avoid within the overstandarded areas and as far as possible from the sensitive
objects.
11.4.2 Summary
1. The Current Evaluation Conclusion
At present, 8 survey points used radio to receive 35 channels within the project evaluation scope,
18 of which channerl signal field strength reached the the applicable field strength value（V
section 57dBμV/m，U section 67dBμV/m） at the service areas, 24 channels had the U/D up to
the normal receiving requirement of 35db, 69% of the total channels.
In general, the land along the project is reasonably flat, favorable to the TV signal coverage, cable
TV web ratio in the villages alongside, most residents used the normal aerials with a not bad
receiving quality.
2. Estimation Evaluation Summary
（1）TV Receiving Evaluation Summary
Upon the completion of the project, the signal-to-noise ratio of each channel due to the
electromagnetic radiation from the train travelling reduced greatly. 24 channel of 35 TV channels
receiving programs by aerials at 8 survey points reached the signal-to-noise ratio of 35dB required
for the normal receiving before the project. After the project, the signal-to-noise ratio reduced
quite much, only 16 channels left were up to the signal-to-noise ratio requirement.
Due to the higher speed grade of this project, there are a lot of overbridges and high subgrades
along the line. Besides the electromagnetic radiation, the fast movement of the overbridge train
while passing by and the reflective shielding impact damaged the radio telecommunication
channels seriously and caused the quick declining of the receiving signals and affected the normal
TV receival with the ordinary aerials.
Because the cable TV web ratio in the villages alongside was quite low, most households used the
ordinary aerials for TV, it was predicted that the project construction would have an obvious bad
affect on the resident TV watching.
（2）Traction Substation Impact Summary
Based on the analogous data, the power frequency electric field and the power frequency magnetic
reaction were lower, in line with the recommended corresponding limit requirements in HJ/T241998. The corridor traction substation high voltage inported was not within the project range, its
environmental impact should be organized by the relative electric divisions.
（3）GSMR Base Station Impact Conclusion
By the estimation and analysis above, the rectangular space, centered with the aerial, 24m along
the each side of the project and 12m in each vertical line directions, and 6m downwards the aerial
erection height, was the aerial overstandard area（under control）, namely, the radiation indensity
outside the overstandard area could be lower than 8μW/cm2, in line with the requirements of
GB8702-88and HJ/T10.3-1996.
3. Electromagnetic Protection Methods
（1）TV Watching Impact and Protection Methods
Upon the completion of the construction, the eletromagnetic radiation to the residents TV
watching alongside due to the passing-by trains could be eliminated by the cable TV net
connection, and the train body reflection and shielding impact could also be settled. It was
suggested to reserve the cable TV net compensation cost or satellite aerial purchasing cost for the
possible affected households at the sensitive points. The total reserved compensation cost is
719,000 RMB￥ with 500 RMB￥/household, referring to the table 10-3-4. The compensation
should not be made until the actual affected tested upon the completion of the project and
openning.
（2）Traction Substation Impact and Protection Methods
8 new traction substations were newly built along the project, in accordance with the comparison
and analysis, the power frequency electromagnetic field and electric field at the substation wall
were far lower than the standards state recommended. However, in order to further reduce the
electromagnetic impact and resident apprehension, it was suggested the final location of the
substation be as far as possible from the sensitive objects as the residential areas.
（3）GSMR Base Station Radiation Protection Suggestions
The project adopted the GSMR digital radio telecommunication system, but the station location
has been decided yet so far. By the calculation above, the rectangular space, centered with the
aerial, 24m along the each side of the project and 12m in each vertical line directions, and 6m
downwards the aerial erection height, was the aerial overstandard area（under control）, namely,
the radiation indensity outside the overstandard area could be lower than 8μW/cm2, in line with
the requirements of GB8702-88and HJ/T10.3-1996. It was suggested the location of the base
substation be avoid within the overstandarded areas and as far as possible from the sensitive
objects.
12 Environment Impact Analysis of Solid Wastes
12.1 General
This project will involve solid waste treatment for railway stations and entities along the railway, among
which Harbin Station and Jiamusi Station are designated discharge points of passenger train rubbish. This
project will have the following solid wastes during construction and operation periods:
1. Demolition wastes and domestic rubbish from construction camps.
2. Station domestic rubbish by waiting passengers.
3. Passenger train domestic rubbish.
4. Station staff domestic rubbish.
11.1. Environment Impact Analysis of Solid Wastes
12.1.1 Rubbish from Construction Period and Demolition
Domestic rubbish by construction workers decays fast with odors and flies, affecting constructors’ health
and the environment and needing timely treatment. Demolition wastes will be left from removing of houses
and construction camps, and will also have some impact to the environment.
This project will totally demolish houses of 47.83×104m2. According to demolition waste rate 0.68m3/m2 in
experiences, the project estimated demolition wastes will be 32.52×104m3.
12.1.2 Estimation of Domestic Rubbish by Waiting Passengers at Stations and by Train Passengers
Waiting and travelling passengers will produce some amount of domestic rubbish such as disposable food
boxes, cans, glass & plastic bottles, shells and littering.
1. Domestic Rubbish by Waiting Passengers
Waiting passenger domestic rubbish at stations is calculated on the basis of the designed passenger delivery.
According to waiting passenger domestic rubbish of 0.0135kg/h·person and average waiting time of 0.5h,
the calculated values are shown in Table 12-1.
Table 12-1 Amount of Domestic Rubbish by Waiting Passengers at Stations (t/a)
Section
Passenger flow
Waiting rubbish amount
(0’000 persons)
（t/a）
2020 年
2030 年
2020 年
2030 年
Harbin - Binxian
837
1039
56.50
70.13
Binxian - Fangzheng
755
948
50.96
63.99
Fangzheng - Yilan
704
883
47.52
59.60
Yilan - Jiamusi
648
808
43.74
54.54
Total
2944
3678
198.72
248.27
2. Passenger Train Rubbish
Passenger train rubbish is mainly produced by travelling passengers and crew.
12.1.3 Station Staff Domestic Rubbish
Various stations will also produce domestic rubbish in their normal operation.
The designed new staff members are 1,359 persons. At a rate of 0.4kg per person-day, the calculated new
staff domestic rubbish is 198.41t/a.
12.1.4 Sludge and Slick
Sludge from sewage treatment in normal railway operation will be collected by designated persons and
transported to garbage landfill for central treatment. Slick from waste water treatment is 0.09Kg/d. As a
state listed hazardous waste, slick shall be stored according to GB18597-2001 Specification for Storage
Pollution Control of Hazardous Wastes before sending to authorized receiving organization for central
treatment.
12.2 Measures to be Taken and Suggestions
In normal operation of the railway, the waiting passenger domestic rubbish at stations will be 198.72t/a in
the near term and 248.27 t/a in the long term. Demolition waste during construction will be 32.52×104m3
and new station staff domestic rubbish will be 198.41t/a.
If demolition waste can not be disposed timely, station domestic rubbish will destroy and pollute the areas
along the railway and at the stations.
1. Domestic rubbish from construction camps shall be collected by designated persons and transported to
related authorities for central treatment. Demolition waste from removing houses and camps shall be
cleaned thoroughly and transported to designated spoil yard and other designated places.
2. ,With intensified management and promotion, as required by file 1996 No.9 Notification about
Implementation of Railway Fast Food Box Upgrading, faster degrading or more recyclable and safer paper
boxes and photo-bio degradable polypropylene fast food boxes.
3. A system of passenger train rubbish fixed point discharge will be established. Random discharge will be
prohibited. As required by the Railway Ministry file 1995 No.178 Notification about Publication of
Methods of Supervision and Management for Comprehensive Treatment of Railway Rubbish Pollution,
rubbish bags will be provided on trains and discharged only at Harbin and Jiamusi Stations, where domestic
rubbish by station staff and waiting passengers will be collected together and sent to environment
authorities for central treatment.
4. Sludge from sewage treatment shall be collected by designated persons and sent to spoil yards for central
treatment. Slick shall be collected and sent to authorized receiving organizations for central treatment.
5. Environment-related propaganda shall be made to passengers at stations to enhance their environment
sense and minimize littering and environment impacts.
In summary, in spite that the project after completed will increase solid wastes at various railway stations,
with strict implementation of the above mentioned fixed point discharge, timely collection, central
treatment and intensified rubbish discharge management of rubbish, the solid wastes will be taken into
municipal rubbish treatment system or comprehensively recycled, and won’t bring negative impact on the
surrounding environment.
13 Public Participation
13.1 Purpose of Public Participation
As an important part of the kick-off or preliminary stage of a project, public participation has been
included into the environmental impact assessment of a construction project according to the
Chinese regulations. Public participation allows the public to understand the project including the
environment impacts and measures to eliminate and relieve these impacts, and allows the pubic
especially those directly affected to give their opinions, suggestions and requirement. It can
substantially protect the public interests and improve the quality of environment-related decisions.
Through the introduction of the railway construction project to the public, public opinions and
concerns about the project will be obtained, and social investigation and solicitation will be made
to the group in the directly affected area. The public opinions will be reflected in the environment
impact assessment (EIA) and submitted to the constructor and authorities for consideration and
thus to minimize the social and environmental impacts caused by the project construction. The
purpose is to make the project recognized by the public and avoid hazards or threats to the public,
and realize the consistent economic, social and environmental benefits.
13.2 Scope and Respondents of the Survey
(I) Scope of Survey
The entrusted evaluation organization issued related information through the media, and after
issuance of the report guidelines, made public survey in various aspects at all levels in areas along
the railway. This EIA public participation was made through interview by the assessors to
residential blocks, schools, kindergartens in directly affected areas, as well as environment
bureaus, cultural relic bureaus and land bureaus along the railway for their professional opinions.
(II) Respondents of Survey
The respondents include the public in villages, schools, residential areas and communities along
the railway as well as other groups interested in the project. Based on the Hajia Railway
geological location and environment impact features, the assessing organization focally
investigated the areas more sensitive to noise and vibration caused by the future railway.
13.3 Ways of Public Participation and Content of Survey
(I) Ways of Public Participation
1. Stage I
Stage I includes the first publicity during the preparation of Hajia Railway EIA Report Guidelines
and the second publicity after completion of the draft report.
（1）First Publicity in Stage I
The first publicity adopts website publicity and posting physical announcement. The assessing
organization issued the first announcement on July 9, 2010 in the website
http://www.acee.org.cn/public/ viewtopic.php?f=3 (see the picture below), including the project
name and summary, owner’s name and contact ways, EIA undertaker’s name and contact ways,
EIA working procedure and contents, main matters soliciting public opinions, and ways of public
feedback.
The assessing organization posted announcements along the railway route for the public to
understand the project.
First Announcement for EIA of the Proposed Harbin – Jiamusi Railway
I. Project Name and Profile
1. Project name: Proposed New Railway from Harbin to Jiamusi (shortened as Hajia Railway)
2. Profile: Harbin-Jiamusi Railway will be located in the northeast of Heilongjiang Province as an
important part of the Northeast Railway Fast Passenger Transportation Network. The line will lead
out from the existing Harbin Railway Station and consist of the existing Binjiang Part till Taiping
Bridge and the new part eastward along Songhuajiang River south bank and Tong San Expressway
until a new Binxian North Station, then run eastward across Tong San Expressway until Tongzi
River, where it will cross Mayi River and run until a new Fangzheng County North Station. From
here the railway will run east and cross Tong San Expressway for the third time and run parallel
until a new Yilan South Station, afterwards, it will cross Tong San Expressway for the fourth time
and run until the termination – the existing Jiamusi Station. The line is totally 342.057 km long
(incl. the 4.959km long existing Binjiang Railway and 337.098km long new railway). The speed
target is 250km/h and the total investment will be RMB 38,663,528,100.
The whole line will have 10 stations, including 2 origin stations Harbin Station (existing) and
Jiamusi Station (to be rebuilt), and 8 intermediate stations (new) Binxi, Binxian, Shengli,
Fangzheng, Gaoleng, Dalianhe, Yilan and Hongkeli.
II. Owner’s Name and Contact Ways:
Owner: Hajia Railway Passenger Transportation Line Preparatory Team
Contact: Sang Guohui Tel.: 0451-86440563
III. Name and Contact of Assessing organization
Undertaker: Railway No.3 Survey and Design Institute Group Corporation
No. 33 – 1 Jinshajiang Road, Hebei District, Tianjin City Postal code: 300251
Contact: Zhang Shifeng Tel.: 022-26175761
E－mail：lining01@tsdig.com zsfy1021@yahoo.cn
IV. Working Procedure and Contents of Environment Impact Assessment
1. Assessment Procedure
Receiving EIA task → studying national and local related environmental laws, regulations and
standards, technical documents and other related information → situation investigation, survey →
situation and estimation assessment → proposing preventative or relieving measures → public
participation survey → publicity of draft report → soliciting public opinions → writing EIA report.
2. Working Contents
(1) General; (2) Regional environment situation; (3) Project general information and engineering
analysis; (4) Environment situation survey and assessment; (5) Environment impact predication and
assessment; (6) Environment protection measures and investment estimation; (7) Public
participation; (8) Environment economic benefit analysis; (9) Environment management and
monitoring; (10) Conclusion of assessment.
V. Main Matters for Soliciting Public Opinions
Main matters of this project for soliciting public opinions include the concerned environment
issues, protective measures to be taken, attitude towards the environment impact and the project
construction.
Within 10 working days of this announcement, people interested in the project are welcome to give
their comments and suggestions on the project environment protection through directing mails,
emails, telephone or questionnaires to the owner or the assessing organization.
Railway No.3 Survey & Design Institute Group Corporation
Mechanical Power and Environment Engineering Design Dept.
July 2010
(2) Second Publicity in Stage I
After completion of the draft report, the assessing organization posted the draft of EIA of the
Proposed Harbin – Jiamusi New Railway on July 30, 2010 in the EIA public participation platform
website http://www.acee.org.cn/public/viewtopic.php?f=3&t=25188 to solicit the public opinions,
and made the second publicity in Heilongjiang Daily on July 31, 2010.
The second publicity in the website and Heilongjiang Daily is as shown below. The EIA draft
posted in the website is also as shown in the picture below.
2．Stage II
The assessing organization made twice publicities in stage II.
(1) First Publicity in Stage II
The assessing organization made the first publicity of the second round in Heilongjiang Daily to
publicize the project name and profile, nature of the project (with part World Bank loan), project
owner’s name and contact, EIA undertaker’s name and contact, working procedure and contents
of EIA, main issues to solicit public opinions, and ways of public feedback.
(2) Second Publicity in Stage II
After completion of the report, the assessing organization issued the complete edition of EIA
Report of New Harbin – Jiamusi Railway Project to Heilongjiang Province Environment Bureau,
Harbin City Environment Bureau, Jiamusi City Environment Bureau and Hajia Passenger
Transportation Line Company (Preparatory Team) for the second publicity.
3. Questionnaires for Public Participation
During the period of the publicities in stage I, the assessing organization together with the owner
distributed questionnaires to involved entities and residents. The questionnaires included
ecological protection and pollution treatment measures to be taken in EIA, and solicited public
opinions on infrastructure & traffic impact and treatment measures, and opinions of the affected
public towards dust prevention, construction paths and earth quarry locations and protection
measures, construction rubbish disposal, construction sewage treatment and discharge, and
treatment of sewage, noise, emissions, vibration and electromagnetic pollution during the
operation period.
1,980 respondents were interviewed, and 502 respondents filled out the questionnaire. Selection of
the respondents considered coverage of different ages, genders, education degrees and vocations
so that the opinions can represent the typical requirements. The questionnaire form is attached
hereunder.
4. Site Consultation and Communication
During distribution of the questionnaires, site introduction and interview were made to the public.
It included detailed introduction of the project, clarifying the public problems and collection of
public comments and suggestions.
(II) Contents of Public Participation
1. Through media announcement, extensively investigate and solicit opinions of related people on
the project.
2. Through telephone consultation, answer public questions and extensively listen to public
comments and suggestions.
3. Investigate and solicit comments of the Hajia Railway nearby residents on the project.
4. Answer the public questions about the project on site.
In the questionnaire, the surveyors have made simple description of the project profile, possible
environment impacts and protective measures to be taken in the design, which helped the
respondents substantially understand the project and thus express their comments.
The questionnaires were distributed among the respondents of different ages, genders, education
degrees and vocations so that their opinions could represent the whole society to the maximum.
The public participation questionnaire is as follows:
Hajia Railway Project Public Participation Questionnaire
No.:
I. Project Profile
General introduction: The Harbin – Jiamusi Railway Project is located in the middle east part of
Heilongjiang Province, originating from Harbin Station, passing through Binxian, Fangzheng
and Rilan County, until Jiamusi Station in Jiamusi City. It crosses two cities and three counties
with a whole length of 342.057km. The designed target speed is 250km/h. The whole line will
have 10 stations.
II. Possible Environment Impacts of the Project
The project will totally expropriate land of 25,118.7 mu with a total earth work of 36818,600m3. It
will bring some impacts to the vegetation and agriculture along the line. Running trains will bring
noise and vibration to the surrounding sensitive areas. New boiler waste gases, production waste
water and living sewage will have some impact on the surrounding environment.
III. Environment Protection Measures Taken in the Design
Addressing possible negative environment impacts of the project, the design will take the
following pollution relieving measures to minimize the negative environment impacts of the
project.
Table 13-1 Table of Construction Measures in the Design
Environment
Element
Construction Measures
1. Reasonable utilization of existing traffic corridors.
2. One-time laid interval continuous welded track for newly constructed sections.
Acoustic
environment
3. Air compressors and water pumps within the boiler room are installed inside
an isolated equipment room, and are provided with dumping and flexible joints to
restrict noise transmission.
4. Acoustic barriers will be set up at dense noise sensitive points.
5. Reasonable arrangement of the construction site. The camp will be located far
from noise sensitive areas. Construction equipment will operate according to
GB12523-90 Building Construction Noise Limit. The operation will try to use
low-noise and low-vibration machines. Operation time will be reasonably
arranged to avoid night operation near noise sensitive points.
Ecological
environment
1. Reasonable utilization of existing traffic corridors. Minimized land take and
relocation.
2. Central soil quarrying from long distance.
3. Intensify greening work incl. grass and trees plantation along the railway and
Environment
Element
Construction Measures
within the production and living areas.
4. In construction of the subgrade, in-time engineering protective measures will
be taken to the slope.
5. The construction site meets the national and local environment standards. The
camp and temporary land shall recover its original look or be re-cultivated or
greened after completion of the construction.
1. The newly constructed railway section shall be one-time laid interval
Environment continuous welded track.
vibration
2. At vibration sensitive points, use low-vibration construction machines.
Water
environment
Make full use of existing sewage treatment and pipe network. Living sewage
shall be discharged after appropriate treatment.
Atmosphere
environment
Newly built buildings shall use urban central heat or existing heat source. If
necessary, boilers complying with local and national standards may be used.
Solid wastes
Enhanced control of passenger train rubbishes to ensure only discharge at
stations. Station rubbishes shall be transported to designated places for central
disposal. Boiler slag shall be used as a building material.
Social
economic
environment
Expropriated land shall be compensated according to the state policies. Traffic
control in the construction areas shall be enhanced.
Instructions: Please kindly give your opinions on the proposed Harbin – Jiamusi Railway Project
by ticking your choices below. You may skip any items which you deem difficult for you. The
working team will collect the information and report to related authorities.
Table 13-2
Mal Femal Nationalit
e
e
y
Name
18～
35
Sex
35～50
Above 50
Age
Marital
status
Middl
Primar
e
y
schoo
Educatio
school
l
n degree
College
Vocation
Offici Worke Farme Teache Stude Soldie Other
al
r
r
r
nt
r
s
Name of village
1. Your understanding of the railway
a. Understand
project:
2. Your satisfaction degree of the
a. Very satisfied
present local transportation:
b. Know c. Not know
b. Satisfied
c. Not satisfied
3. Impact of the project on local
a. Favorable
transportation:
b. Unfavorable
4. Do you
important:
b. Unimportant c. Not know
think
environment
a. Important
c. Not know
5. Major environment issues in your
a. Noise b. Vibration c. Dust d. Water pollution e. Other
residential area:
6. Degree of impact of railway on
a. Major
local environment:
b. Minor
c. Not know
7. Main environment issues caused a. Water pollution b. Vibration c. Noise d. Ecological
by the railway:
damage
e. Electromagnetic pollution
8. Which measure shall be taken to a. Greening b. Acoustic barrier c. Relocation
relieve railway noise:
d. Double window e. Other
9. Which measure shall be taken to
a. Relocation b. Track measures c. Other
relieve railway vibration:
10. Impact of railway construction
a. Favorable
on local economic development:
b. Unfavorable
c. Not know
11. Impact of railway construction
a. Favorable
on your income:
b. Unfavorable
c. Not know
a. Follow government arrangement b. Request some
12. Opinion if land is expropriated: compensation to improve living quality c. Do not agree
unless demand is satisfied d. Other
13. Opinion on settlement if being a. Nearby relocation b. Relocated to other places c. Money
relocated:
compensation d. Other
14. Environment impact during
a. Great b. General c. Minor d. Not know
construction you consider:
15. Your general opinion on the
a. Support
project construction:
b. Reject
c. Not care
Detailed comments on the project construction (impacts on daily life, residential environment,
local area landscape, social economic development, etc. )
Notes: Please submit the filled form to the site surveyors or later posted to Railway No.3 Institute
EIA Department No.33-1 Jinshajiang Road, Hebei District, Tianjin City Postal code 300251.
13.4 Statistics and Analysis of Survey Result
Because there’re more opposite opinions from Binjiang New Town Residential Area in Harbin
City and Jiada Community in Jiamusi City, this assessment made separate statistics and analysis
of these two residential areas.
(I) Statistics of Survey Result along the Railway (not including Binjiang New Town
Residential Area and Jiada Community)
1. Questionnaire Feedback Rate
This survey has distributed along the railway line totally 365 questionnaires and received 325
filled copies, with a response rate of 89.86%.
2. Composition Analysis of Respondents
The composition of this EIA public participation respondents is shown in Table 13-4-1:
Table 13-3 Composition of Respondents
1
2
3
4
Male
Female
66%
34%
Sex
18～35
35～50
>50
16%
48%
36%
Primary school
Middle school
College
28%
58%
14%
Age (years)
Education
degree
Official
Worker
Teacher
Farmer
Student
Other
7%
41%
2%
28%
1%
21%
Vocation
Respondent proportion by sex
34%
男
女
66%
参加人员年龄比例
16%
36%
18～35
35～50
>50
48%
Respondent proportion by age
参加人员文化程度构成
参加人员职业构成
7%
14%
21%
28%
干部
小学
1%
工人
教师
中学
农民
大学
41%
学生
其他
28%
58%
2%
Respondent proportion by education degree
Respondent proportion by vocation
From Table 13-4-1 we can see that, among the respondents, the male and female proportions 66%
and 34% shows a big difference. In the age composition, the most are 35-50 years with a
proportion of 48%, and after that are those above 50 years with a proportion 36%. The
questionnaires were distributed randomly with no prior understanding of the vocation and
education degree of respondents. However, the above table shows that, the vocations and
education degrees of respondents are widely covered and typically representative, with 58% most
middle school, 28% primary school and 14% college. In this survey, the most respondents are
workers with a 41% proportion and 28% farmers. The respondents are mainly residents along the
Hajia Railway, which indicates the active participation and close attention of the public to the
project environment problems and environment impact assessment.
3. Statistics of Public Survey Results
See Table 13-4-2 for details of statistics of public survey result.
Table 13-4 Table of Survey Result Statistics (to be continued)
Key survey items
Statistic result
Understand
Know
Not know
Your understanding of this
railway project
36
242
47
11.08%
74.46%
14.46%
Satisfied
Not satisfied
145
96
Your satisfaction degree of Very satisfied
present transportation
84
25.85%
44.62%
Favorable
Unfavorable
29.54%
Not know
Impact of the project on
local transportation
Do you think environment
issue important
Key environment issue in
your living area
192
60
73
59.08%
18.46%
22.46%
Important
Unimportant
Not know
229
59
37
70.46%
18.15%
11.38%
Noise
Vibration
Dust
Water
pollution
Other
167
98
80
27
23
51.38%
30.15%
24.62%
8.31%
7.08%
Table 13-5 Table of Survey Result Statistics (continued)
Key survey items
Statistic result
Major
Degree of impact of
railway on local
environment
Main environment issues
caused by the railway
Which measure shall be
taken to relieve railway
noise
Which measure shall be
taken to relieve railway
vibration
Impact of railway
construction of local
economy development
Impact of railway
construction on your
income
Minor
Not know
106
166
53
32.62%
51.08%
16.31%
Water pollution
Vibration
Noise
24
135
170
33
18
7.38%
41.54%
52.31%
10.15%
5.54%
Greening
Acoustic barrier
Relocation
Double
window
Other
65
125
151
30
4
20.00%
38.46%
46.46%
9.23%
1.23%
Relocation
Track measures
Other
182
100
50
56.00%
30.77%
15.38%
Favorable
Unfavorable
Not know
216
52
57
66.46%
16.00%
17.54%
Favorable
Unfavorable
Not know
141
67
117
Ecological
EM
damage pollution
43.38%
Follow
government
arrangement
Opinion if your land is
expropriated
36.00%
Request some Do not agree
compensation to until demand
improve living
is met
Other
122
106
109
37.54%
32.62%
33.54%
Nearby
relocation
Relocated in
other places
Money
compensation
Other
160
98
74
9
49.23%
30.15%
22.77%
2.77%
Great
General
Minor
Not know
151
93
51
30
46.46%
28.62%
15.69%
9.23%
Support
Reject
Not care
281
4
40
86.46%
1.23%
12.31%
Opinion on settlement if
being relocated
Environment impact
during construction you
consider
Your general opinion on
the project
不知道
c
14%
20.62%
了解
a
11%
满意
a, 84,
26%
不满意
c, 96,
30%
a 满意
b 一般
c 不满意
a 了解
b 听说过
c 不知道
一般
b, 145,
44%
听说过
b
75%
Degree of understanding
the project
Satisfaction of local current
transportation
不知道
c
11%
不知道
c
22%
a 有利
b 不利
c 不知道
有利
a
60%
不利
b
18%
不重要
b
18%
a 重要
b 不重要
c 不知道
重要
a
71%
Impact of the project on local
Do you think environment
transportation
important
其他
e
6%
水污染
d
7%
不知道
c
16%
噪声
a
42%
大气扬尘
c
20%
a
b
c
d
e
振动
b
25%
living area
生态破坏
d
9%
a 很大
b 轻微
c 不知道
轻微
b
51%
Key environment issue in your
白色污染
e
5%
很大
a
33%
噪声
振动
大气扬尘
水污染
其他
Degree of impact of railway
on local environment
其它
e
1%
水污染
a
6%
振动污染
b
36%
噪声
c
44%
a
b
c
d
e
水污染
振动污染
噪声
生态破坏
白色污染
Key environment issues caused
by the railway
双层窗户
d
8%
拆迁
c
41%
绿化
a
17%
声屏障
b
33%
a
b
c
d
e
绿化
声屏障
拆迁
双层窗户
其它
Which measure shall be taken
to relieve railway noise
不知道
c
18%
其它
c
15%
a 拆迁
b 线路采取措施
c 其它
拆迁
a
55%
线路采取措
施
b
30%
Which measure shall be taken
to relieve railway vibration
不知道
c
36%
有利
a
43%
a 有利
b 不利
c 不知道
Impact of railway construction on your income
a 有利
b 不利
c 不知道
有利
a
66%
Impact on local economic
development
其它
d
2%
不满足要
求绝不同
意
c
32%
听从政府
安排，配
合建设单
位
a
35%
a 听从政府安排，
配合建设单位
b 要求一定回报，
改善生活条件
c 不满足要求绝不
同意
d 其它
要求一定
回报，改
善生活条
件
b
31%
不利
b
21%
货币安置
c
22%
不利
b
16%
Opinion if your land is taken
不知道
d
9%
其它
d
3%
就近安排
a
46%
a
b
c
d
就近安排
安置在其它地方
货币安置
其它
安置在其
它地方
b
29%
不大
c
16%
很大
a
46%
一般
b
29%
Opinion on settlement if
being relocated
Impact on local environment
during construction
a
b
c
d
很大
一般
不大
不知道
无所谓
c
12%
反对
b
1%
a 支持
b 反对
c 无所谓
支持
a
87%
General opinion on the project
Figure 13-1 Analysis of the public consultation
4. Analysis of Public Participation Result
The survey statistic result shows that the most residents and entities in the Harbin – Jiamusi
Railway Project region support the project and have given their comments and suggestions, which
are summarized as follows:
a. Attitude and understanding of the project
86.46% respondents along the railway route highly support the project construction with 12.31%
not caring, showing a fairly high support rate. However, there’re still 1.23% unfavourable
respondents who are mainly residents to be relocated. They will agree if getting satisfactory
compensation and if effective measures to relieve noise and vibration can be taken.
b. Public concerned environment issues
In the survey, the respondents generally recognized the importance of environment, with 70.46%
respondents thinking environment “important”. Most respondents think vibration and noise are
major issues and after that is ecological destroy. Beside noise and vibration, environment impact,
water pollution and electromagnetic pollution during construction period also called attention.
c. Impact of railway construction on local development
Only 25.85% respondents in the survey are satisfied with local current transportation, and 44.62%
respondents are less satisfied. The respondents generally agree the project will bring favourable
impact on local transportation, economy, tourism and individual income.
d. Public opinions on land take and settlement
As to land take, 37.54% respondents chose to follow government arrangement, 32.62%
respondents requested some compensation to improve living quality. For relocation settlement,
49.23% respondents required nearby settlement, 30.15% respondents required relocation to other
places, and 22.77% respondents requested money compensation.
e. Public opinions on environment impact during construction period
Among the respondents, there’re 46.46% “great”, 28.62% “general” and 15.69% “minor” answers.
Some of the people interviewed think the construction will make transportation inconvenient and
destroy water facilities, and thus bring unfavorable impacts to local people’s living and production.
f. Public opinions on protection measures
Most respondents considered acoustic barriers and relocation were effective measures to lower
noise beside greening and installation of double windows. As to vibration, most people chose
relocation and track measures.
g. Other public concerns
In addition, the people hope that local traffic isolation caused by the railway could be considered,
e.g. constructing underpasses or bridges to allow farmer’s vehicles to pass and relieve negative
impact on farmers’ normal production and communication.
(II) Statistics of Survey Results of Binjiang New Town Residential Area in Harbin City and
Jiada Community in Jiamusi City
1. Location relation between the residential areas and the project
(1) Binjiang New Town Residential Area
Binjiang New Town is adjacent to Binjiang Station Yard in urban Harbin, as shown below:
滨江新城 Binjiang New Town 滨江站货场 Binjiang Station Yard
Residential buildings D (1, 4, 5), F (11, 12) and G (2, 4) close to the railway in Binjiang New
Town accommodate relocated residents from Renli and Binjiang areas. These buildings were
completed in the end of 2009 and put into use sine Januray 2010, with other buildings, roads and
greening still being under construction yet. This area is close to the existing Binjing Yard, where
building F12 is only 13m away from the nearest cargo train track and building G4 is 30m away
from the existing Binjiang Railway to be integrated into the proposed Harbin – Jiamusi Railway
Project.
(2) Jiada Community
The road facing buildings in Jiada Community are 10m away from existing railway and 10m away
from the present project. The location relation between Jiada Community and the Harbin –
Jiamusi Railway Project is shown below:
佳大社区 Jiada Community
2. Questionnaire feedback rate
200 questionnaires were distributed in Binjiang New Town and 158 copies were returned, with 24
favorable, 127 unfavorable and 7 not caring, showing an only 15% support rate. 19 questionnaires
were returned from Jiada Community, with 11 favorable and 8 unfavorable, showing a 58%
support rate.
Respondent composition in these two areas is shown in Table 13-2 and Table 13-3.
Table 13-6 Respondent Composition in Binjiang New Town
Male
Female
64%
36%
Sex
18～35
35～50
>50
7%
31%
62%
Primary school
Middle school
College
Age (years)
Education
degree
10%
68%
22%
Official
Worker
Teacher
Farmer
Other
14%
51%
2%
4%
29%
Vocation
Table 13-7 Respondent Composition in Jiada Community
Male
Female
74%
26%
Sex
18～35
35～50
>50
16%
17%
47%
Primary school
Middle school
College
26%
48%
26%
Age (years)
Education
degree
Official
Worker
Teacher
Farmer
Student
11%
68%
5%
11%
5%
Vocation
3. Main Unfavorable Opinions
(1) Binjiang New Town
The Binjiang New Town respondents generally reflected the following issues:
a. Residential buildings are very close to Binjiang Yard with big locomotive noise and vibration
disturbing local people greatly. Binjiang Yard could possible be removed. If not, the existing yard
should be re-arranged to decrease current noise pollution;
b. Electromagnetic pollution caused by electric railway may be harmful to human health. If yes,
the affected people should be relocated;
c. If this residential area will be relocated?
(2) Jiada Community
The questionnaire respondents in Jiada Community typically reflected the following issues:
a. Existing railway near Jiada Community has big noise and vibration disturbing people’s life.
Hope this situation could be improved with lower noise and vibration;
b. Jiada Community still has some old shabby houses with no sewage pipes and toilets, causing
accumulated water and low sanitary level;
c. There’re still internal-combustion locomotives running on the existing railway, severely
polluting the air and nearby living environment;
d. The public agree to relocate and hope to get reasonable compensation.
(III) Results from Site Communication and Consultation
Site consultation and communication has been made addressing public concerned environment
issues related to the project. The results are summarized in the following:
1. The residents generally request effective noise and vibration reducing measures and dust
reducing measures to be taken to minimize negative impact on the crops and people’s daily life.
2. For houses necessarily to be removed, the public opinion is that the villages and farmers shall
discuss to determine new house locations and reasonable compensations. Meanwhile, they hope
the compensation distribution process should be more transparent. The compensation rate for
expropriated lands should not be lower than existing living quality of the affected residents.
3. The public showed their worry about locomotive running noise and vibration, and require good
noise and vibration reducing design during the engineering phase.
4. The public require the minimally shortened construction period, orderly modern construction
method, avoidance of night operation and avoidance of long time unfavorable impact to resident’s
life.
(IV) Comments from Related Administrations
In this public survey, the assessors also visited environment, land and relics administrations in the
areas along the railway. Assessors briefed the officials and administrative staff about the project
general concept, situation and environment protection measures, and listened to their instructions
and suggestions to environment protection of the project. They generally considered that
construction of the railway will boost local economic development and upgrade local
transportation. They also pinpointed that the project should adequately consider local people’s
comments and suggestions.
1. Government departments and administrations at all levels in areas along the railway hold
positive opinions on the project, and hope the assessing organization implements strict quality
policy, analyze and demonstrate protective measures in the design, and raise economic, reasonable,
feasible and effective treatment measures.
2. The assessing organization visited environment protection bureaus, forestry bureaus and water
resource bureaus in Harbin City and Jiamusi City. Environment bureaus require the project meet
both national and local standards both in construction period and in operation period, and
minimize the environment impacts.
3. The assessing organization consulted Jiamusi Construction Bureau in the railway area. For the
Yilan water source protection area where the railway passes, the Bureau requires suitable
protective measures are taken during construction period to reduce water pollution and damage.
The assessing organization visited the related cultural relic bureaus, which require enhanced
cultural protection sense to avoid destroying unexplored relics.
13.5 Dealing with Public Opinions
1. Dealing with General Public Opinions
(1) Land take and Relocation Issues
The assessment requires the railway owner strictly follow national regulations on land take, and
consult related local government departments. In “serve the people” principle, policy transparency
and compensation transparency should be increased. Land take and relocation work shall
adequately respect local people’s opinions and be in a process of first compensation then
construction.
The railway authorities shall closely collaborate with related local departments with minimized
intermediate steps and higher policy transparency in publicizing compensation rate and
implementing relocation and compensation work. Compensation rate for those directly affected
shall not be lower than their existing living quality.
(2) Noise and Vibration Treatment Measures
In principles “first pollution source treatment, second transmission control, third affected point
protection”, the assessment reckons that railway noise and vibration reducing measures shall be
considered first, and then acoustic barriers and sound-isolating windows are considered at affected
points. Noise and vibration treatment measures in the whole line include:
①3.15m-high acoustic barriers to be set up at 46 bridge sections, totally 15,380m long;
②3m-high acoustic barriers to be set up at 43 subgrade sections, totally 12,096m long; 7m-high
acoustic barriers to be set up at 1 subgrade section 380m long.
③Sound-isolating windows at 132 places of 107,550m2, subject to actually measured noise level
in trial operation period, and to be installed if out of limit;
④Based on estimated vibration and taken protective measures, 1,194 households will be relocated;
⑤The whole line noise reducing investment will be RMB 270,187,000.
Along the whole line, in order to reach related standards or meet functional requirement, noise
reducing measures will include sound-isolating windows at 41 sensitive points, relocation
combined with application of sound-isolating windows at 8 sensitive points, acoustic barriers plus
sound-isolating windows at 47 sensitive points, relocation combined with acoustic barriers and
sound-isolating windows at 36 sensitive points, relocation combined with acoustic barriers at 1
sensitive point, and acoustic barriers at 6 sensitive points.
(3) Environment Impacts during Construction Period
The report has clearly expressed that, the constructor shall establish an environment-friendly
construction responsibility system to reduce noise and dust, and minimize disturbance to residents’
life, study and work.
Construction site shall be located as far as possible from sensitive points like residential areas.
Within construction boundary, construction machines shall be arranged reasonably, with big-noise
machines located on the side farer from sensitive points.
Construction site shall be reasonably arranged, and noise shall be measured or estimated
accordingly, especially on the side of sensitive points. If noise is out of limit, effective means like
anti-dumping pads and coverings may be used.
Operation time shall be reasonably arranged, with big-noise operations avoided in day time.
Construction roads and vehicle running time shall be reasonably planned, avoiding passing
through villages to minimize noise pollution to residents.
The constructor shall establish a safety and environment-friendly construction responsibility
system to educate construction workers and standardize constriction operations.
(4) Impact of Traffic Isolation
The project will include 294 newly built culverts. After deducting length of bridges and tunnels,
the new railway has 1.96 culverts per kilometer at an average. In addition, the whole line will have
62 bridges. These measures will facilitate farmer’s vehicles and relieve farmers’ normal
production and communication.
2. Dealing with Opinions from Administrative Departments and Experts
Addressing requirements raised by related environment administrations, the assessing organization
implemented strict quality policy and referred to local urban development plans in making the
assessment. They strictly implemented national and local environment standards and requirements,
analyzed and demonstrated protective measures in the design, and raised economically reasonable
and practicable supplementary measures and suggestions.
3. Dealing with Public Opinions from Binjiang New Town and Jiada Community
(1) Binjiang New Town Residential Area
1) Railway Route Selection
Existing Binjiang Railway and Binjiang Station Yard have been operation for years. Binjiang New
Town is a new relocated residential area completed in January 2010. The route close to the
residential area has three parallel tracks. The closest building row is 25m to the existing railway
and 30m to the present project. The new Harbin – Jiamusi Railway will utilize the existing
Binjiang Railway to lead to Harbin Station. This is an urban route part approved by Harbin City
Planning Bureau and avoids cutting newly built urban area. It is the optimum route and a
necessary passage leading to Harbin Station. This route has been included into Harbin Urban
General Plan (2010-2020) which has been submitted to State Council for approval.
2) Dealing with Public Opinions
①Holding Meetings
The high number of negative opinions from Binjiang New Town on the Harbin-Jiamusi Railway
Project has called great attention from Harbin-Jiamusi Railway Passenger Transportation
Preparatory Team, the design institute and the assessing organization. They decided to further
communicate with the public by holding meetings. A notice was given on August 23, 2010 to
those respondents holding negative opinions about the time, place and agenda of meeting.
Harbin-Jiamusi Railway Preparatory Team held a meeting with public participants from Binjiang
New Town in the team’s meeting room on September 2, 2010. The participants included 8
representatives from Harbin City Planning Bureau, Harbin City Environment Bureau, Harbin City
Daowai District Urban Construction Bureau, the Railway Preparatory Team and the designer &
assessor Railway No.3 Survey and Design Institute Group Corporation, as well as 9 resident
representatives of Binjiang New Town (see the attached name list).
In the meeting, the Preparatory Tem introduced the Harbin-Jiamusi Railway Construction Project,
explained major related environment issues and measures to the resident representatives, and
exchanged detailed ideas with these resident representatives.
②Dealing with the Opinions
The representatives of organizations made explanations addressing each of the questions asked by
the public:
a. Addressing the Binjiang Yard issue, Hajia Passenger Transportation Line Company made a
general introduction of the railway project. The existing Binjiang Yard does not belong to the
railway project. The company will only utilize the existing Binjiang railway furthest from the
residential area, and will not make any change to the existing Binjiang Yard for the moment. The
public expressed their understanding of the fact.
b. As to the resident concerned train whistle issue, as site investigated, buildings G2 and G4
mainly have the noise from existing railway passenger and cargo train whistles and Binjiang Yard
shunting operation. Buildings F11 and F12 are mainly affected by Binjiang Yard shunting
operation noise. Buildings D1, D4 and D5 are mainly disturbed by existing railway passenger and
cargo train whistles and traffic noise.
The following measures are taken to relieve the above noise and vibration:
a. The noise in this residential area comes mainly from whistles which became apparent after
residents of east building G4 cut open railway fence walls for their own convenience of crossing
the railway, causing whistle disturbance to buildings G2 and G4. Hajia Railway will close the
fences to avoid people crossing railway, and then the whistle noise will be effectively reduced;
Buildings F11 and F12 are mainly disturbed by Binjiang Yard shunting operations. The new
railway project will provide a 7m-high acoustic barrier and install sound-isolating windows on the
side of locomotive shunting operation, to effectively relieve noise.
Buildings D1, D4 and D5: This project will adopt level-crossing man attendance to reduce
whistles. Besides, buildings D1, D4 and D5 will be installed with sound-isolating windows.
In addition, train flow of existing railway is 12 cargo train pairs and 38.5 passenger train pairs on
jointed track. The new project will have of train flow of 6 passenger train pairs, 56 pairs of 8-car
high-speed trains and 29 pairs of 16-car high-speed trains. The existing Binjiang Railway utilized
by Hajia Passenger Transportation Project will cancel cargo trains and the tracks will be jointless
and totally closed with fence. Because cargo trains are removed, tracks and trains are upgraded,
the project in normal operation will have an improved noise level than the present situation.
The public expressed their support and positive opinion on the proposed noise and vibration
reducing measures.
b. The public concerned electromagnetic pollution issue was addressed by the designing and
assessing institute. Harbin-Jiamusi Passenger Transportation Line operates by electric traction
with no traction substations and GSMR base stations, and will not bring EM emission and harm to
local residents. The public expressed their positive opinion.
c. Also the relocation issue was addressed by the organization participants. This residential area is
more than 30m from the existing Binjiang line to be utilized by Harbin-Jiamusi Line, and will not
be relocated.
After further understanding of Harbin-Jiamusi Railway Project and its operation, the residents
worry about EM emission was removed. With the proposed acoustic barriers and sound-isolating
windows, noise level in this area during normal operation would be greatly reduced, which is
convincible and supported by the residents. Finally, the Binjiang New Town residents expressed
that their main concern was the Binjiang Yard noise, and understand and support the construction
and operation of Harbin-Jiamusi Railway Project.
会议签到薄 Meeting Attendance Book 会议名称 Name of meeting 时间 Time
会议地点 Place of meeting 主持人 President 应参加人数 No. of invited participants
实参加人数 No. of actual participants 顺号 No. 单位或家庭地址 Address of organization or
home
姓名 Name 职务 Position 职称 Title 联系方式 Tel. No.
(2) Jiada Community
1) Railway Route Selection
The existing railway close to Jiada Community has been operating for many years with big noise
and vibration complained by local residents. The new Harbin-Jiamusi Railway Project will utilize
the existing railway to lead to Jiamusi Station, with less impact to urban areas. Meanwhile,
Jiamusi City Planning Bureau, with its file [2010] No.12 Application for Approval of Preliminary
Location Selection of Harbin-Jiamusi Railway Passenger Transportation Line Project, agrees that
the route selected for the new railway is within the scoped defined in Jiamusi City General Plan,
and the project nature, station location and route comply with requirements of the urban general
plan.
2) Dealing with Public Opinions
①Holding meetings
The high number of negative opinions from Jiada Community on the Harbin-Jiamusi Railway
Project has called great attention of the Railway Preparatory Team, the designing institute and the
assessing institute, who then decided to hold meetings to further communicate with the public. On
August 19, 2010, the Railway Preparatory Team notified the public holding negative opinions of
the time, place and agenda of the meeting.
On August 27, 2010, the Railway Preparatory Team held a meeting with public participants from
Jiada Community on the new Harbin-Jiamusi Railway Project. The participants included 8
representatives from Jiamusi City Planning Bureau, Jiamusi City Environment Bureau, Jiamusi
City Development & Reform Committee, Harbin-Jiamusi Railway Company Preparatory Team,
and the designing and assessing organization Railway No.3 Survey and Design Institute Group
Corporation, as well as 3 representatives from the community (see the attached name list).
签到簿 Meeting Attendance Book 序号 No. 姓名 Name 单位 Organization
职务 Title 联系电话 Tel. No.
In the meeting, the Preparatory Team introduced related information about the Harbin-Jiamusi
Railway Project, explained main environment issues and measures relating to the project to
resident representatives from Jiada Community and the neighborhood, and exchanged detailed
ideas with the resident representatives.
②Dealing with Public Opinions
The meeting participants from organizations addressed each of the public concerned issues:
a. The public concerned environment question was clearly answered by Jiamusi City Planning
Bureau. The railway administration is working with the Planning Bureau for environment
upgrading. The urban environment along the railway will be surely improved. Besides, there’ll be
a drainage system on sides of the railway, eliminating the public concerned problem of railway
sewage flowing into residential areas.
b. Addressing the noise pollution, Jiamusi City Environment Bureau clearly expressed that
acoustic barriers and sound-isolating windows would be set up at Jiada Community and Jialian
Community crossed by the railway. Then, the noise and vibration pollution will definitely be
improved.
c. The relocation compensation issue concerned by the public was clearly explained in the meeting.
The residents involved will be compensated according to related standards.
With the proposed acoustic barriers and sound-isolating windows, noise level in this area during
normal operation of Harbin-Jiamusi Railway would be greatly reduced, which is convincible and
supported by the residents. With further understanding of the construction and operation type of
Harbin-Jiamusi Railway Project, the residents released their worries, and understand and support
the construction and operation of Harbin-Jiamusi Railway Project.
13.6 Opinions from Second Round Public Participation
After completion of the whole text of the report, the assessing institute in collaboration with the
railway owner conducted the second public survey among key sensitive areas and related
governmental departments, soliciting public opinions on environment impact relieving measures
proposed in EIA report of Harbin-Jiamusi Railway Project, including ecological protection
measures, noise & vibration reducing measures, EMC emission reducing measures, air quality
improving measures and water environment protective measures, and inquiring public ideas for
environment relieving measures.
The second survey mainly consisted of interviews and meetings. Meetings held are shown in Table
13-4, and residents in residential areas Xianfeng, Keyun and Yuehan Di’er were interviewed.
Table 13-8 Meetings Organized in Second Pubic Participation for Harbin-Jiamusi
Railway
No. of
Date
Region
Organizations
Participants
Content
Participants
2010-93
2010-96
2010-97
2010-98
2010-827
Harbin
City
Binxian
County
Fangzheng
County
Yilan
County
Jiamusi
City
City
government
departments,
design
institute,
assessing
organization
Responsible persons
of various
departments,
persons of design
institute and
assessing
organization,
resident
representatives
City
government
departments,
design
institute,
assessing
organization
Responsible persons
of various county
departments,
persons of design
institute and
assessing
organization,
resident
representatives
City
government
departments,
design
institute,
assessing
organization
Responsible persons
of various county
departments,
persons of design
institute and
assessing
organization,
resident
representatives
City
government
departments,
design
institute,
assessing
organization
Responsible persons
of various county
departments,
persons of design
institute and
assessing
organization,
resident
representatives
City
government
departments,
design
institute,
Responsible persons
of various
departments,
persons of design
institute and
17
Environment issues
relating to Binjiang
New
Town
in
Harbin City
Related
environment issues
involved
25
Related
environment issues
involved
30
26
Related
environment issues
involved
11
Environment issues
relating to Jiada
Community
in
Jiamusi City
assessing
organization
assessing
organization,
resident
representatives
Photos of meetings in the second public participation:
Photos of resident interviews in the second public participation:
Result of the second public participation:
(1) Opinions of Experts and Government Departments
The new Harbin-Jiamusi Railway Project is an integral part of State Mid and Long Term Railway
Network Plan (revised). It is in line with the national industry policies and generally meet
requirement of general plans of cities along the railway. The railway construction and operation
will mainly bring noise, vibration, ecological, ground water, underground water and social
environment impacts. Through strict implementation of the environment protection measures
proposed in the EIA report and expert assessment in the design, construction and operation phases,
the project unfavorable environment impacts can be effectively controlled and reduced. In aspect
of environment protection, the project is feasible and practicable.
(2) Opinions of Residents
For the protective measures proposed in the report, the residents in areas along the railway route
were consulted and communicated. Their main opinions are as follows:
The public all expressed their support to the Harbin-Jiamusi Railway construction. They also
required that effective measures must be taken in construction to relieve noise & vibration and
dust impact on crops and people’s life. They hope those measures mentioned in the report are
strictly implemented. Besides, the public hope the construction can be conducted in a safe and
environment-friendly manner in minimized period with avoidance of night operation.
13.7 Conclusion
The public participation in this project was a big coverage and typical with most respondents
being directly affected people. In this survey, the assessing organization acquired a large amount
of public input for the project, which positively helped coordination between the project and the
environment. Through these activities, the project got more public understanding and support,
which laid a solid foundation for a successful project.
Community in Jiamusi City, most people in the railway area expressed their support to the project
and reckoned that project would be favorable for local economic development. Almost all
respondents recognized the importance of environment and noise & vibration are their major
concerns. As to the land take issue, most people will actively collaborate and hope reasonable
money compensation. Resident representatives from Binjiang New Town and Jiada Community,
after further understanding of the railway construction and operation, also agreed related
protective measures, relieved their worries and finally expressed their support to the project.
The public hope that the project owner could give more attention to environment protection and
strictly implement the environment treatment measures, so as to minimize environment impacts in
both construction and operation period of the railway, and realize the project economic and social
benefits on the basis of guaranteeing the public interests.
14 Assessment of Impacts on Socio-economic Environment
14.1 Overview
The Harbin-Jiamusi Railway is located in the middle east of Heilongjiang Province, in Harbin and Jiamusi
on the south bank of Songhua River. The planned railway line is connected with Harbin Hub in the west,
through which it connects with Ha-Da Passenger Line and Ha-Qi Passenger Line under construction, the
planned Ha-Qi Passenger Line and relevant existing lines. It connects with Kiamusze in the east. It is an
important part of high speed railway net in Heilongjiang Province. Ha-Jia corridor will attract a large
passenger traffic from the following cities: Harbin, Kiamusze, Shuangheshan, He Gang, Yi Chun, etc. with
a very big transport demand. So it becomes urgent to quicken the railway construction pace in this area.
The railway's main line is 342.057km long, in which the newly built part is 337.098km long.
14.2 Brief introduction of socio-economic environment
14.2.1 Social economic overview
Ha-Jia Railway Line passes over two regional-level municipalities of Harbin and Jiamusi, three counties
and four towns. In this region, the two cities of Harbin and Kiamusze forms a corridor, becoming one of the
major economic contributors in Heilongjiang Province with evident advantages in geological location,
industrial and developing potential and strong comprehensive economic capacities.
1.Harbin Municipality
Harbin is the provincial capital of Heilongjiang Province, a modern central city in economy, politics, trade,
technology, culture and tourism in the northeastern China. The city's land area is 5.3×104 km2. By the end
of 2008, the total population was 9,900,100. The total output value was RMB28.68 billions yuan in 2008,
GDP per capita RMB29,012 yuan.
2.Jiamusi
Jiamusi is located in the hinterland of the Three-River Plain on the Chinese northeastern border where
Songhua River, Heilong River, Wusuli River flow together. It is the biggest central city in economy,
culture, traffic, and technology in the northeastern part of Heilongjiang Province. The city's total area is 32,
700 square kilometers. There are five state Class I open ports, two transport corridors for both travelers and
goods from Tong Jiang and Fu Yuan to Russia, and golden river/sea combined transport waterways
accessible to Asia Pacific countries. The city has a very convenient transportation to Russia. The city's total
population is 2,517,000. There are seven counties (municipalities and districts) under its administration. In
2008, it had a total output value of RMB 39.9 billions yuan.
According to Jiamusi's planning, by 2020, the whole city's total output value is expected to be above
RMB120 billions to 140 billions yuan with an annual average growth rate of above 11%, GDP per capita
up to USD6, 000 or so, and the local people will enjoy a relatively comfortable standard of living.
Structural adjustment to tertiary industries as 15：40：45. The major economic indicators of cities along
the line are listed in Table 14-1.
Table 14-1 Major economic indicators of cities along the line in 2008
Indicator
Unit
Land area
10,000 sq.km
Total population by end of year
10,000
Population density
GDP
In which
Harbi Jiamus
Total
n
i
5.3
3.27
8.57
990.1 251.7
1241.
8
Person/sq.km
186.8
77.0
144.9
RMB 100 millions
yuan
2868
399
3267
Primary industry
ditto
390
126
516
Secondary industry
ditto
1078
83
1161
Tertiary industry
ditto
1400
190
1590
GDP per capita
RMB yuan
Total output value for agriculture, forestry,herd, and
fishery
RMB 100 millions
yuan
Total industrial output value
ditto
Total export/import volume
USD 100 millions
35.9
21.8
57.7
Actual use of foreign capital
ditto
5.7
0.47
6.17
No. of tourists
10,000
3019.8 210.8
3230.
6
Total revenue of tourism
RMB 100 millions
yuan
245.9
9.7
255.6
Total grain yield
104t
1218
452
1670
Retail sales for social consumer goods
RMB 100 millions
yuan
1264
Source：Statistical Yearbook 2009 of Heilongjiang Province.
14.2.2 Distribution and exploitation of resourrces
（1）Natural resources
29012 15871 26309
569.8
161
1778.8 170.6
730.8
1949.
4
147.5 1411.5
There are abound resources in the domain of attraction along the line, including all classes of ore resources.
In natural resources, Harbin has a rich mineral resources: 63 kinds of mineral products have been found, 25
kinds of which have been proven of industrial uses, and 20 kinds of mineral products play an important
roles in Heilongjiang Province such as coal, natural gas, copper , zinc , tungsten , moly , sulfurous iron ore ,
sheltering crystal, bowenite, arsenic, structural stone, mineral water, etc. Jiamusi also has a rich mineral
resources and more than 50 kinds of mineral resources have been found such as iron , manganese, titanium,
copper, aluminum, zinc, etc.
（2）Tourism resources
There are a very rich tourism resources in the region along the line, including the beautiful natural
landscapes, historical and cultural relics and modern municipal new scenes. Harbin enjoys a unique tourism
resource, nicknamed as Small Paris In the Orient and Moscow in the Orient. It has many cultural relics and
historic sites such as Dragon Tower, Anti-flood Monument, Temple Wen, Temple Ji Le, St. Sofia
Cathedral, Central Street featuring Russian styles, Xiao Hong Former Residence, Shang Jing Ning Fu of
Jin Dynasty, etc. It also has more than 500 natural scenic spots such Yu Quan Hunting Field, Northeast
China Tiger Woodland Garden, Ya Bu Li Ski Tourism & Holiday Zone, etc. All these tourism resources,
together with its neighboring Jing Po Lake, Wuda Lian Chi, Jia Long Natural Reserve Zone, form a unique
tourism resort with northern China styles.
Jiamusi also has unique tourism resources, including across-border touring to Russia, The First Post In the
Orient in Yu Su Town, Fu Yuan, folk customs of He Zhe Ethnic Group in Tong Jiang, Tang Yuan Da
Liang Zi He Forest Park, etc. After the border line determination on Hei Xia Zi Island, exploitation of this
area will become the major driving force in the local tourism industry.
14.2.3 Status and development of industry and agricultute
Harbin's industrial production keeps fast growth. In 2008, the total industrial output value was RMB214.88
billions yuan, growing by 16.7% from previous year.
The agricultural production has a stable growth. In 2008, the total output value for agriculture, forestry,
herd and fishery was RMB 50.69 billions yuan, growing by 6.3% than the previous year. The annual total
grain yield was 975×104 tons, oils 1.2×104 tons, beet 2.3×104tons, and vegetables 194.2×104 tons.
By 2020, after realizing the objectives of building a affluent society, Harbin is expected to be basically
modernized with the gross domestic product up to about RMB 850 billions yuan, and gross domestic
product per capita USD 8,300 dollars.
Jiamusi's industrial economy has a high-speed highly efficient operation. As an old Chinese industrial base,
Jiamusi has a complete industrial system and strong industrial foundation. It has more than 20 industrial
sectors including machinery, electronics, papermaking, pharmaceutical, foodstuff, textiles, etc. It has a
group of renowned big and medium-sized backbone production enterprises in papermaking, motor, etc. in
China. Its equipment manufacturing industries in large-sized agricultural machinery, large-sized coal mines
mechanical equipment, large-sized electrically operated equipment, etc. also take leading positions in China
even in international market. In 2008, the total industrial output value realized by its scale enterprises was
RMB 12.648 billions yuan.
Jiamusi has rich resources and abundant produce. It is located in the hinterland of Three-River Plain, one of
the world’s three biggest black soil plains and has an arable land area of 22 millions mu. It is the Chinese
important commodity grain base and key development zone on the Three-River Plain. It abounds in grain
crops like soybean, rice, maize, wheat, etc. In 2008, its total grain yield was 722.3×104 tons, and realized
the total output value RMB 11.59 billions yuan for agriculture, forestry, herd and fishery.
14.2.4 Status and development of communications and transportation along the line
The transportation is fast and convenient along the Ha-Jia Passenger Line where a three-dimensional traffic
network, including waterway, land transportation and airway, and an international river and sea combined
transportation routes has been formed.
1. Railway
The existing railways concerned with the Ha-jia Railway Line in the Ha-jia Corridor：Bin-Bei Railway,
Sui-Jia Railway, Tu-Jia Railway, Jia-Fu Railway, Etc. In 2007, 24 pairs of passenger trains were opened in
section from Harbin to Sui Hua in this corridor, and 16 pairs opened in section from Sui Hua to Nan Cha,
and 15 pairs opened in section from Nan Cha to Jiamusi. This line, together with Ha-Da Passenger Line
and Ha-Qi Inter-City Line and Ha-Mu Passenger Line, will form a rapid passenger transport net in
Northeast China, which will improve the passenger and goods transportation capability of “Three
Longitudinal Four Transversal” railway network in Northeast China.
2. Highways
The major transportation routes in Ha-Jia Corridor include Ha-Jia Express Highway, Ha-Yi Express
Highway（Harbin to Sui Hua）, national highway G221, G222,etc.
3. Civil aviation
Along the line, there are Harbin Airport and Jiamusi Airport. In recent years, the volume of passenger
traffic rises rapidly with the economic fast growth and rising living standard.
In 2008, Heilongjiang Airport Group Company completed a passenger handling capacity of 5.41 millions
and a cargo handling capacity of 60,000 tons, in which, 4.98 millions passengers and 58,000 tons goods for
Harbin airport；110,000 passengers and 226 tons goods for Jiamusi airport, accounting for 94.09% and
97.04% of Heilongjiang Province's total handling capacity.
4. Water transport
Harbin Port is among the biggest eight inland ports in China and is also the biggest inland port in
northeastern China. Its waterway routes reach all over Songhua River, Heilong River, Wusuli River and
Nen River, and coonects with some Russian ports in the far east. Through the river/sea combined transport
line, the vessel can go through Gulf of Tartary in the east and directly reach Japan , Korea , S. Korea and
Southeast Asia.At present, Harbin has two ports: passenger port(Bei Qi Dao Street, Dao Wai District) and
cargo port(San Ke Shu, Tai Ping District).
14.3 Analysis of engineering construction's impact on local socioeconomic environment
14.3.1 Significance and function of the line in the local economy and road net
Ha-Jia Railway Line is the special passenger transport line also with inter-city transportation function, and
is the important part of the rapid railway passenger transport network in Northeastern China. This project
shorten the space-time distance between Harbin to Jiamusi even to Tong Jiang, Shuang He Shan, and He
Gang, and will become the most expedient passenger transport corridor from the northeastern region of
Heilongjiang Province to Harbin and North China.
This project will enable separation of passenger and goods lines along Ha-Jia Corridor, and extends the HaDa special passenger line to northeastern part of Heilongjiang Province, which can enhance the
northeastern road net's backbone and optimize the rapid passenger transport net layout in Northeastern
China and build another rapid big-capability railway corridor with separate passenger and goods lines. This
project is of great importance to solve the contradiction between the Ha-Jia Corridor's existing big traffic
volume and small transport capacity and ensure the enforcement of state strategy- Revival Of Old Industrial
Bases In Northeastern China.
This line will connects with special passenger transport lines in the whole railway system via Ha-Da
Passenger Line to run the rapid passenger transport net into all regions of Heilongjiang, extending the
coverage radius of the rapid passenger transport net, but only giving full play to passenger transport line but
also meeting the demand on inter-city rapid passenger transport along the line. This project will much
shorten the space-time distance between Heilongjiang Province's northeastern part and Harbin, even
Northern China. This will be helpful to sophisticate the Harbin Metropolis and accelerate the urbanization
along the line. This project is also of great importance to the economic cooperation and integration in
Northeastern China.
Meanwhile, this project can also improve the passengers' comfort, greatly improve the railway service, and
demonstrate the philosophy of harmonic railway for the people.
Construction of this line and separation of passenger and goods lines in Ha-Jia Corridor will contribute to
smooth operation of railways after Sino-Russia ports, cooperation of both countries based on division of
labor to push development of regional economy and booming of border area in Northeastern China. It is a
strategic choice to implement Chinese energy and sustainable development policies.
14.3.2 Necessities for the project construction
1. The project is a powerful action to extend the railway rapid passenger transport net coverage, adapt to
regional climatic conditions, improve service qualities, embody harmonic railway and people oriented
vision.
HaJiacorridor attracts a large passenger flow from the following cities: Harbin, Kiamusze, Shuangheshan,
He Gang, Yi Chun, etc. with a very big transport demand. So it becomes urgent to quicken the railway
construction pace in this area. In 2007, the existing Ha-Jia Railway Line completed a passenger movement
density of 7.29 millions (single direction), only second to Ha-Da, Shen-Shan(Qin-Shan) and Ha-Ji Corridor
in Northeast China.
Now engineering construction for Ha-Da and Ha-Qi passenger transport special lines have already begun,
and Ha-Du and Ha-Jia new corridors are under plan. After it is built up, the line will form a rapid passenger
transport network in Heilongjiang Province, and connects with special passenger transport lines in the
whole railway system via Ha-Da Passenger Line to run the rapid passenger transport net into all regions of
Heilongjiang, extending the coverage radius of the rapid passenger transport net, not only giving full play
to passenger transport line but also meeting the demand on inter-city rapid passenger transport along the
line. This project will much shorten the space-time distance between Heilongjiang Province's northeastern
part and Harbin, even Northern China. This will be helpful to sophisticate the Harbin Metropolis and
accelerate the urbanization along the line. This project is also of great importance to the economic
cooperation and integration in Northeastern China.
According to the survey on the passengers along the line, passengers prefer train as the cold weather is
long in this area where the freezing and snow weather take about half a year. Under this special climatic
condition, the advantage of railway transport is clear. So the local passengers more rely on railway
compared with other regions and the railway becomes the first choice for more than 60% of local
passengers. This project can also improve the passengers' comfort, greatly improve the railway service, and
demonstrate the philosophy of harmonic railway for the people.
2. This project is necessary for the passage routes after Sino-Russia ports to be smooth.
Russia has a very rich natural resources and its reserves of timber, petroleum oil, natural gas, coal and nonferrous metals are all take leading roles in the world, while the resources of timber, coal, petroleum oil, ore
mineral, etc. are relatively scare and agricultural by-products, vegetables, fruits and labor are rich in China.
This provides a great development potential and favorable conditions for both countries to have mutually
beneficial cooperation and exploit the resources and markets jointly. In recent years, the business and
economic cooperation between two countries is dynamic. Since 1999, the annual growth rate of the trading
volume has been 28.6% with status of trade partners increasing rapidly. The corridor formed by this line
together with the existing Ha-Jia Line is the passage routes after the Tong Jiang, Fu Yuan and Hei He
Trading Ports with Russia on Heilongjiang River. After the Heilongjiang Grand Bridges are built up at
Tong Jiang and Hei He, the transporting volume through the ports will increase dramatically. This project
will play a vital role in the following areas: ensure the smooth passage after the above Sino-Russia ports,
speed up the development of the ports concerned, enhance the cooperation and complementation between
two countries in the fields of economy, push regional economic development and boom the border area in
Northeastern China.
3. This project is necessary in implementing Chinese energy policies and sustainable development strategy.
Dynamic growth of Chinese economy relies on the rapid consumption of petroleum and so it more and
more depends on the imported petroleum. The rising oil price put higher pressure on Chinese economy.
The characteristics of Chinese energy formation: more coal and less oil, will make China to follow the
energy policy of Coal as Main Energy for a long term. So it becomes necessary to transform and use much
more coal in China. The newly built Ha-Jia electric railway Line takes electricity as dynamic force and
reduces the oil consumption, conforming to Chinese energy policy, which is of great importance to reduce
the international political risk and ensure Chinese economic security and national security.
In addition, according to the analysis based on energy consumption, the unit consumption of energy for
highways and aviation are 2.3 and 6 times that of railway, respectively. In view of land occupation, fourlane express highway is 2.5～3 times that of railway. Meanwhile, this line uses electric powered train set
without no emission of harmful gases. The railway also safer than express highway. Therefore, the special
passenger line is undoubtedly the best choice in terms of land occupancy, energy-saving, environment
protection, safety, etc. in order to build a resources-saving and environmental-friendly society and realize
the harmonic coexistence of human and nature and the sustainable development strategy.
In summary, this line will form a integrated transportation system with prominent advantages and
reasonable functions between Harbin and Jiamus and greatly improves the transportation service level
along this corridor. Meanwhile, this line, together with Ha-Da passenger transport special line, Ha-Ji Intercity Line, Ha-Mu passenger line, forms a rapid passenger transport net in Northeast China, improving the
passenger and goods capability of Northeast China's "Three Longitudinal Four Transversal" railway
network and significant to push the Sino-Russia trade and Northeastern Asia development. Furthermore,
this line will give full play to the guiding and promoting functions of the rail traffic and promote regional
economy integration. Therefore, this project is very necessary and should be given priority in state
investment plan and constructed in time.
14.4 Land take, building demolish and relocation
14.4.1 Environmental impact of land take and relocation
（1）Land occupancy
This project will occupy a arable land area of 903.20hm2, taking 63.77% of the whole permanent land area
(see Table 14-4-1for details).The railway's land occupancy will reduce local land area per capita and the
local grain yield. Based on the calculations of the mean grain yields in recent years in the districts
concerned, the railway construction will reduce the grain production by about 3836.5t/a, and will bring
adverse effect on the farmers in the villages and towns where the land is expropriated. Besides, the project
will occupy some orchard and forestland, which also reduce the incomes of farmers concerned.
Size and classification of the permanently occupied lands by engineering design are lised in Table 14-2.
281.11
1.78
Fang Zheng County
268.18
109.05
Yi Lan County
293.45
6.07
4.04
279.33
128.16
0
4.37
43.76
65.29
157.72
0.92
0.49
174.68
0.11
174.57
113.18
0.14
5.44
1159.0
727.03
45.92
681.10
2.79
400.85
6.84
2.41
19.07
257.27
176.17
176.17
4.80
19.00
1.4
32.33
23.56
Total for Jiamusi
257.27
176.17
176.17
4.80
19.00
1.4
32.33
23.56
Total for whole line
1416.27
903.20
857.28
7.59
419.85
8.24
34.75
42.63
Proportion %
100
Harbin
1.78
Total for Harbin
Jiamusi
Suburbs
63.77
45.92
3.24
60.53
0.54
29.65
0.58
2.41
2.45
2.71
3.01
Non-exploited
land
413.64
0.30
1.74
Construction
land
Bin County
105.70
Other land
105.70
2.49
Pond
116.94
56.22
Grazing land
A Cheng District
0.27
Forest land
56.49
Vegetable
plot
Subtotal
66.79
Dry land
Total
Dao Wai District
Paddy
field
County &
district
Municipality
Arable land area
Garden plot
Table 14-2 Classification and size of land permanently occupied by the project Unit: hm2
（2）Environmental impact of land take and relocation
The demolished buildings' floor area along the the whole line is 478,324m2, including 341, 100m2 for the
demolished common buildings in rural area, 71.31% of the total demolished area；41,844m2 for demolished
urban and town dwellers' buildings, 8.75% of the total demolished area.
The total number of people to be affected by this project is 11, 659, including 3, 290 people/686 families in rural
area, among which 2, 255 people/479 famalies are affected by expropriated land and 1,035 people/207families are
affected by demolishing in rural area, meanwhile 220 people/46 families are affected by expropriated and
demolished lands; and 4,672 people/1,194 families in urban area.
The relocation will undoubtedly bring inconveniences to them temporalily.
14.4.2 Relevant policies and regulations
The laws and regulations to be observed in the land expropriating, building demolishing and relocation are as
follows:
《Law of Land Management of the People's Republic Of China》
（revised and effective in Oct., 2004 ）
《Enforcement Regulations for Law of Land Management of the People's Republic of China》
（Order No. 256,
the State Council of the People's Republic of China, effective in Jan., 1999）
；
《Administrative Directions for Demolishing And Relocation of Urban Buildings》, Order No. 305, the State
Council, Jun., 2001
《Administrative Law of Urban Real Estate of the People's Republic Of China》, Jul., 1994
《Resolution on Deepening Reform and Rigourous Land Administration of the State Council》,Oct.,2004
《Land Administration Ordinance of Heilongjiang Province》
（effective on Jan., 01, 2000）
《Administrative Directions for Demolishing and Relocation of Urban Buildings of Heilongjiang Province》
（effective on Mar., 01, 2002）
Guo Tu Zi Fa [2004]no. 237 “Notice on Printing and Distributing 《Opinion on Completing the Procedure on
Examination and Approval of Agricultural Land Whose Use to Be Changed and the Expropriated Land》”
Guo Tu Zi Fa [2004]no. 238,“Notice on Printing and Distributing《Guiding Opinion on Completing the System
for Compensation And Relocation for the Expropriated Land》”,Nov., 2004
《Administrative Directions for Village and Town Planning And Construction》（Order no. 116 of the State
Council of the People's Republic Of China, Effective on Nov., 1999）
《Notice on General Office of the State Council's Forwarding the Guiding Opinion of Ministry Of Labour And
Social Security on getting done with the exployment training and social security for the farmers whose land to be
expropriated》(Guo Ban Fa [2006]no. 29, April, 2006)
《Executive Plan for Experiment on Sophisticating the Urban Social Security System of Heilongjiang Province》
（Hei Zheng Fa[2004]no. 13 ）
《Notice On Printing and Distributing the Method for Treatment of Disputes Over Compensation and Relocation
for the Expropriated Land in Heilongjiang Province, General Office of the Heilongjiang Provincial Government》
（Hei Zheng Ban Fa 〔2008〕no. 4, Jan., 27, 2008）
14.4.3 Objectives of land take, building demolishing and relocation
Land take and buildings on it to be demolished as well as relocation of residents on it is a complex social system
engineering. To secure the benefits of both the residents and railway investors, the demolishing and relocation
must be done in accordance with the relevant state and local codes and regulations.
The primary objectives of the land take, building demolishing and residents' relocation for the railway are as
follows: to promote the development of local economy, and give the residents concerned compensation not lower
than their former income and housing levels.
Compensation due to expropriated land and residents' relocation is a complex work with many policies, laws and
regulations involved. The investors and constructors should closely coordinate with local governments and
residents concerned. With the principle of balancing the benefits among the state, communities and individuals as
well as reasonable compensation and relocation, the farmers whose land to be expropriated should be granted
compensation fees in time, exempted of their tax on land occupation, redistributed with new land or arrange for
other jobs in order to ease their economic burden due to land expropriating and give a perfect solution to their
livelihoods.
14.4.4 Residents' relocation
（1）Basic principles of demolishing and relocation
1.The rural residents take a large proportion among all the affected residents. Their relocation principle is to move
backwards from the original sites and to open up new housing ground locally and ensure the new residential
standard not below that before relocation.
2.The urban residents are mainly compensated in cash based on the housing market price.
（2）Relocation measures
According to the regulations relevant to the compensation for the construction land of the Law of Land
Management of the People's Republic of China, the residents' relocation measures as follows：
1. Firstly, the developer is in charge of working out the action plan for the residents' relocation, and according to
established land take scope, commission the local territory administration to expropriate the land, and pay the
compensation fee for the relocation due to expropriated land.
2. After accepting the commission, local territory bureau signs the land take contract with county and township
according to the state and local government's relevant regulations.
3. The county and township governments do the relocation for the involuntary residents according to relevant land
take provisions.
4. For the residents involuntary for relocation, the government must ensure their living standards not below
removal.
5. The residents to be removed must be compensated rigorously in accordance with the relevant regulations and
polices and the compensation principle should be followed up.
6. Any problems arising in land take and residents' relocation should be solved in time according to relevant
regulations and policies without pending issues.
14.4.5 Compensation standards and payment
（1）Compensation standard
Dominant factors and criteria considered in compensation cost calculation are listed in Table 14-3 and Table 14-4,
State and Heilongjiang Province's Compensation Fee Standards for Expropriated Land.
Table 14-3 State and Heilongjiang land compensation fee standard
Class
Arable land
Fish pond, lotus root
pond,reed pond, etc.
Garden plot, aquatic land,
timber land,pasture, etc.
Waste
mountain,moorland,barren
beach and other land
State provision
Heilongjiang provision
Calculated as 6 to 10 (1)Arable land compensation fee: 6 to 10 times the previous
times the previous three-year average annual value of production before being
three-year average expropriated. For those whose previous three-year average
annual value of annual value of production are incalculable, the local municipal
production
before and county governments can work out the specific average
being expropriated compensation standards for dry land, paddy field, and vegetable
plot according to local situation by and report them to
provincial-level land authority and enforce after approval.
(2)For the housing land and rural enterprise land, as per 4 times
the local dry land's previous three-year average annual value of
production
；
(3)For the arable land newly ploughed for less than three years,
as per two times the previous year's output value and
Stipulated
by development investment also compensated ；
province,autonomous (4)For the unused land and old field for more than four
region, municipality consecutive years and less than ten years, compensate by two
directly under the times the annual value of production of the dry land ；
central authority.
(5)For the expropriated fish pond, as per three times the
previous three-year average annual value of production ；
(6)For the expropriated garden plot, grazing land and reed bed,
as per six times annual value of production of the same kind in
local
area
；
(7)Compensation standard for expropriated forestland as per
state relevant provisions.
Table 14-4 State and Heilongjiang Province's relocation grants standard
Class
Arable land
State provision
Heilongjiang provision
Calculated as 4 to 6 times (1)For expropriated arable land, as per 4 to 6 times its
the previous three-year previous three-year average annual value of production, and
average annual value of calculation of previous three-year average annual value of
production before being production based on stipulations in 1st Item, Clause 1,
expropriated
Article
27
of
this
ordinance ；
Garden plot, fish pond,
aquatic land, timber
land,pasture
(2)The relocation grants standard for expropriated garden
plot and fish pond as per three times the previous three-year
average
annual
value
of
production ：
(3)For the expropriated housing land, rural enterprise's
Stipulated
by
construction land, waste mountain, waste land, grazing
province,autonomous
region,
municipality land , reed bed , unused land and old field for more than
Waste
directly under the central four consecutive years and less than ten years, and newly
ploughed arable land for less than three years, no relocation
mountain,moorland,barren authority.
grants
to
be
paid
；
beach and other land
(4)Relocation grants for expropriated forestland as per state
relevant provisions.
According to 《Guiding on Completing the Compensation and Relocation System for the Expropriated Land》,
“ the multiplying factor for the annual value of production for the land compensation fees and relocation grants,
should be fixed according to the statutory provisions with the principle of not lowering the farmers' original living
standards. The compensation and relocation expenses are calculated as per the statutory unified multiplying factor
for annual value of production and the farmers should be secured with the original living standard. If it is
inadequate to compensate for the farmers' social security expenses, the multiplying factor could be increased upon
the approval of the provincial government；Land compensation fees and relocation grants are totally calculated as
per 30 times. If it is not adequate to keep the farmers' original living standards, the local government will have
unified planning and overall arrangement to allot the earnings from state land compensated use by a proportion for
allowance.For the basic farmland approved for use according to law, the compensation will be as per the highest
compensation standard published by the local government. ”
Compensation fee for young crop and overground attachments：
Compensation fee for young crop on the expropriated land is calculated as per output value in one cultivating
period. Not compensated for those capable of harvesting as anticipated.For the seedlings, flower and grass and
perennial trees of economic value, etc., if can be transplantated, pay the transplanting expenses；if can't, give
reasonable compensation or buyout.
The compensation standard for attachments to the expropriated land will be agreed by both parties. If it can't be
agreed, it is conformed through appraisal by theappraisal organization recognized by both parties or designated by
municipal or county government.
（2）Payment
1.All the land take and relocation compensation fees should be paid to the grass-root administrative units where
the land is expropriated, usually to county, town or village. These grass-roots administrative units manage these
compensation fees and use them in the production and employment of the surplus labor due to land take and
provide living subsidies to the people incapable of working.
2.All the compensation fees for young crop and gainful non-crop land should be paid to the affected
parties.Compensation prices should be based on classes of crops and cash crops.
3.For the fencing wall, water well, graveyard and other nonmovable personal properties, if they are damaged due
to land take, the affected individuals will be compensated as per the property value fixed according to local
situation.
4.The local government will arrange the residential sites for the emigratory farmers and compensate them the cost
of removal according to local situation.
14.4.6 Relocation and income restoration plan
The people to be affected by the land expropriating and relocation can be divided into different groups. Different
restoration and compensation measures would be taken to the different groups according to the nature and
extension of repercussion.
1.Usually, there are two ways to relocate the farmers due to the expropriated land ： 1. The grass-roots
governments redistribute and adjust the land and make a comprehensive development of the remaining land
resources with land compensation fees, or adjust land planting structure and introduce high yield cash crops to
improve its unit land yield. The affected farmers still take farming as main business, i.e., farming as way of
relocation. It is expected that most of the affected people are arranged in this way.2. The village, town and other
grass-roots governments develop the secondary and tertiary industries with land compensation fees, such as
opening township enterprises, building agricultural products fair, to provide more job opportunities and turn the
affected people to trade, transportation business, service sector, etc., i.e. non-farming relocation way.
2.There are a few low yield land and dry land in this project's land area. As exploitation and investment to these
lands are severely insufficient, their yields are far below high yield lands. For these land resources, the local
government can adjust the agricultural structure, improve the irrigation facilities, upgrade the farming
mechanization, and develop the business in forestry, herding, fishing, etc. to improve these lands' yields. The loss
to the affected people can be made up by increasing the yields from the remaining lands and the affected people
can go on with farming.
3.The villages and groups to be affected by land take can adjust and redistribute land to the affected people and
increase investment in framing land with the expropriating compensation fee or adjust land planting structure to
increase its unit yield. If the village and group can't adjust the land, they can develop the secondary and tertiary
industries with expropriating compensation fund, such as opening enterprise and building trade fair at appropriate
place,etc. For the people with professional skills, the compensatory payment can given to the individual for selfemployment on voluntary basis after notarization.
4.For the temporarily borrowed land, only the output value loss and loss of original young crop and attachment
during the leasing period are compensated. After expiration of leasing, the developer will restore its original
farming conditions.
5.As the compensation and relocation due to land take are a complex job with many polices and laws involved,
this assessment gives the following recommendations:
（1）The removed residents should be given just compensation in time as regulations and standards concerned；
（2）For some spreading farmers, they could be permitted to demolish old houses and build new ones by
themselves and the farmers negotiate on the new house site with the village or group committee, and the village or
group committee allots the new housing land to farmers freely；
（3）In principle, the new houses should be built up before ole ones are demolished for the removed farmers. If
demolished first, should pay the rents for the transition period；
（ 4 ） Make the relocation plan transparent. All sides should negotiate through the whole process and the
communication channels are available on all the levels. The affected people should be well informed of the
relevant expropriating and relocation compensation standards, new housing sites, removal time, relocation ways,
etc.
In a word, if the corresponding measures are taken in land take and residents' relocation with just compensation,
this project won't bring about big repercussion on living of residents along the line.
14.4.7 Analysis of impact on residents' quality of life
As the railway is a linear project, the people affected by this project's land take is distributed and scattered in line
form without whole village removed or occupied, and all the people can be relocated nearby.
Losses of local grain production and forestry due to the land permanently expropriated by the project can be
compensated by the local government with the land compensation fees by arranging farming and non-farming
relocation ways for the affected people so their living standards will not go down.
The permanently expropriated land and relocation of residents on it will bring certain impact on their production
and living. But through local government's organized arrangement, exploitation of the potential capacity of land,
corresponding measures to be taken, relocation with just compensation, the residents' qualities of life won't be
affected much.
14.5 Analysis of railway's cutting and obstructing effect
14.5.1 Analysis of railway's cutting and obstructing effect
When the railway goes through the residential area along the line in form of tunnel and bridge, as the railway runs
underground or supported by bridge pier, it will not change the topography and landscape much with little impact
on the residents' traffic and living nor bringing cutting and obstructing effect.
When going through in forms of imbankment and road cut, the railway will much change the topographic form
where it goes through and bring certain negative impact on the town area, village and natural region. This is
mainly shown in the following two aspects:
（1）Cutting effect on the neighourhood of the project area
As limited by the topography, design parameters, etc., the railway line can't move around some buildings and
inevitably goes through some towns' built-up areas, villages or natural regions, etc. , cutting through them and
impairing their integrity.
（2）Obstructing effect to the neighourhood of the project area
The residents along the line, especailly on both sides of imbankment and road cut will be obstructed by the traffic
barriers formed by the railway line going through it or enclosed by several railway lines and highways. They are
also obstructed by railway line's enclosed operation due to safety reason. All these bring inconveniences and
obstructing effects to the residents along the line.
14.5.2 Control measures
The cutting and obstructing effects will bring a negative effect to the integrated planning of the region where the
railway line goes through. The railway will block the smooth traffic between two sides along the line and affect
the integrated planning and construction, exchange bewtween the people along the line, so it will impair the
integrity and harmony of the residential area and conservation zone concerned；The inconvenience in traffic, etc.
will form the man-made obstruction and weaken space openness and people's vision in the economic development.
So compatibility with the external environment become bad.But these issues can be solved by building up
pedestrian passageway, overpass bridge, culvert, etc. to make smooth exchange channels with the outside world.
The main line from Harbin to Jiamusi is 342.057km long, in which, the railroad bed 150.142km long, taking 44.54%
of the newly built line; bridge length: 172862.60 bi-linear metre/144,taking 44.54% of total length of newly built
line； 9 tunnels（all are double-lane tunnel）, total linear length 14.093km, taking 4.18% of total length of newly
built line. After deducting bridge and tunnel length, each kilometer has 1.90 culverts on the average to minimize
the obstructing and cutting effects on the zone on both sides of this project.
The following recommendations on construction of overpass bridge culvert and pedestrian passageway are given
in order to ensure minimizing the cutting and obstructing effects on both sides along the railway line：
1.When it is in parallel with or adjacent to the existing line, should guarantee the crossing capability of new line to
both sides not below existing line's standard；
2.For the railway line section where there is village in the neighborhood, must build the overpass corridor to
guarantee local residents' inconvenient travel；
3.Overpass bridge culvert and pedestrian passageway should be designed with reasonable distribution density
after considering connecting the existing roads and people's behavioral habits to meet the specific needs for
convenient passing；
4.The design of overpass bridge culvert and pedestrian passageway should fully consider the integral development
planning where the line goes through and leave the space for further development to meet the future passing needs.
14.6 Analysis of impact on cultural relics and historic sites along the line
Based on the site survey and visit to local competent authorities for cultural relics as well as the preliminary
survey and collected data, we haven't found the valuable cultural relics and historic sites in the scope of appraisal
so far. The nearest historic site is Qiao Nan Relics.
1.Analysis of impact on Qiao Nan Relics
Qiao Nan Relics is located at the Class II terrace land on the eastern bank of Mu Dan River, about 1.5 kilometres
to the southwest of Yi Lan Town, Yi Lan County, and 200 meters to the north of Mu Dan River Bridge (old
bridge).It was recognized as provincial-level preservation of cultural relics by Heilongjiang Provincial
Government on Jan. 10, 1999.The area of the relics is about 100,000 sq.m.,about 200meter long in its northwest
direction and about 500meters wide in north-to-south direction. This relics was found in 1979's cultural relic
general investigation, and was excavated for three times in 1997, 2003 and 2005: 17 house sites, 35 ash pits, ash
trenches and roadways were found out. Among the archaeological objects were bone wares taking a big number,
and nearly 1,200 pieces of needles, arrow heads, harpoons, ornaments, etc. and the rice mill was also found.
The planned project goes through outer edge of the
preserved cultural relics in shape of Mu Dan Jiang
Grand Bridge, Yi Lan. The area where the project
crosses over is the junction of the river courses. The
Qiao Nan Relics is one the Class IIterrace land on the eastern bank of Mu Dan Jiang River. The project is about
300m away from the border of the controlled zone for construction.As the planned project is far from the border
of the controlled zone for construction, the project won't destroy the cultural relics and the vibration effect during
railway operation won't affect the relics either.
2. Other cultural relics’ preservation
This assessment recommendeds that the project developer should commission the qualified company to do
cultural relics survey along the line before construction.
The workers involved in the construction should have a sense of preservation of cultural relics. Once relics is
found, they should stop construction work immediately and report it to the local cultural relics administration in
due course and take the necessary remedial measures.
3. Mitigating measures
This assessment recommendeds that the project developer should commission the qualified company to do
cultural relics survey along the line before construction：
（1）Enhance archaeological prospecting before construction
After the project plan is approved by cultural relics administraion of Heilongjiang Province, the project developer
should assist the archaeological unit in doing the detailed archaeological prospecting of the plot concerned with
the preserved cultural relics. Upon the approval of provincial cultural relics adminstration, they can carry out
archaeological excavation to the plot where the relics may be buried and give scientific preservation to the
archaeological objects.Any important archaeological finding should be reported to the authority. If it needs
preservation to original site, the preservation plan should be worked out and reported to the authority for approval
before going on with construction.
（2）Enhance preservation of cultural relics during the railway construction
1）Give education concerning law for the preservation of relics and set warnings, signs and poster on sit.
2）All the building workers should be given education concerning preservation of cultural relics before start-up.
3）Any atnique found in construction will be excavated under the supervision of relics authority and cleaned up
and handed over to the relics competent authorities in due course. In case of any important relics, should stop
construction immediately and protect the working site and report to relics authority and take the corresponding
preservation measures.
（3）The estimated cultural relics preservation expenses in this assesment is RMB 7.697 millions yuan.
14.7 Cumulative/Indirect Impacts
Induced land use development around the railway stations and related environmental issues were analyzed during
EA process.
The region where HaJia Line traverses has lots of economic hub with intensive and economic activities. Most of
these activities are small-scale and in-city or localized construction projects, which would not have obvious
cumulative impacts with the newly proposed HaJia Railway Project. However, the project will construct 8 new
stations in small towns between Harbin and Jiamusi. Most of these stations will be built in undeveloped rural
areas (see Figure 14-1). In total, the 8 stations will occupy around 150 hm2 of farmland. However, it is anticipated
that, with the development of these new stations and supporting infrastructure, such as road, station square,
indirect and cumulative impacts. This may include larger land acquisition and resettlement, community
disturbance, dust and noise during construction and larger noise impact during operation. In addition, traffic on the
existing road network, loss of vegetation, civil air-borne dust, waste generation, community disturbance and safety
will occur.
Figure 14-1 Current status of some of the Stations
Bin County Station Site
Fangzheng Station Site
Hongkeli Station Site
Shengli Station Site
Yilan Station Site
East Jiamusi Station Site
The main impacts will be those occur during construction stag. These construction related impacts could be
effectively managed by adopting proper mitigation measures, including, possible road and borrow/disposal site
sharing, enforcement of good construction management to minimize dust, noise and waste generation; education
of construction workers to minimize social disturbance and cultural conflict; provision of temporary access to
local traffic; proper maintenance of the access roads and timely srestoration/strengthening upon completion. With
effective implementation of good construction management measures, these common construction-related
cumulative impacts can be adequately mitigated to acceptable level.
14.8 Mitigating measures
As this project is supported by the public and governments along the line and the preliminary work was done well
earlier, the impact of the project during the construction period will be weakened after mitigating measures are
taken as follows:
1.Ha-Jia Railway Line will bring pressure to the environment while promoting the economic development of
Heilongjiang Province. After the construction is completed, the market readjustment mechanism and
governmental regulating function should be used to solve the issues such as possible decreasing of market
capacity, etc. The government along the line should have rational planning for the new developmental projects and
rigorously observe the relevant state environmental regulations and rules to enable the design, building and
commissioning of the project's main works and its environmental protection facilities proceeding in parallel.
2.Enhance the communication between constructors and local government, do the preliminary work before
construction perfectly, have the urban system ready for bearing pressure from the project, and enhance education
to construction teams, and keep good relationships between the railway and local community. The developer and
constructor should establish the coordinating body in charge of communicating with the local community, such as
coordinating for building construction detour, site location, transportation route for large-sized machinery and
vehicles, etc.
3.Enhance environmental awareness education to building workers and prepare the related rules and regulations.
The appropriate treatment methods should be used for the construction effluent, building rubbish, and domestic
wastewater and household garbage coming from where the building workers live.
4.The land take, existing building demolishing and residents' relocation will be done according to the state
relevant laws and regulations as well as the relevant regulations of the Ministry of Railway and Heilongjiang
Province. The primary target of the residents' relocation is to restore the affected people's incomes and living
standards in a short time and minimize the project's negative economic and social impacts to ensure that they are
at least not below the levels before railway construction.
5.When locating the bridge culvert, the designer has already consider the railway line's cutting effect on the
residents on both sides. The designer should fully listen to the residents' opinions and recommendations to ensure
corridor's quality and allowance for future development, and should also try to get the support and understanding
from local people. In most cases, the new corridors and roads are kept in line with those of the existing railway
line. During progress of the project, the builder should adjust according to actual conditions and minimize the
impact due to change.
6.The preliminary work should be done well to get the strong support from the government and residents along
the line by communication in time to minimize the project's impact during construction.
15 Environmental Management and Monitoring Plan
15.1 Environmental management plan
This project must have overall rigorous and scientific environmental management and monitoring during the
whole process in order to protect the environment along the line and minimize this project's negative impacts on
the environment. This project's environmental management includes preliminary environmental management,
environmental management in construction period and environmental management in operation period.
15.1.1 Preliminary environmental management
According to the relevant regulations of Ministry of Environment Protection and Ministry of Railways, the
environmental protection during preliminary phase will be done as follows：
（1）Consult the following government departments such as environment protection, water reservation, forestry,
etc. and the authorities of municipalities and counties where the line goes through at the stage of the preliminary
feasibility study, and give analysis of environmental impact, pollution prevention and ecological protection in the
chapters of design manual.
（2）The designer gives environmental impact assessment in the dedicated chapter at the stage of the feasibility
study, and arrange enough environment protection funds in investment estimate；At the time of preparation of the
feasibility study, the developer commissions the company with Grade A environmental impact assessment
qualification to prepare 《Environmental Impact Report》as the basis to guide the engineering design and
engineering construction, implement the system of “Taking Environmental Protection Measures in the Project
Design, Construction and Operation” as well as environmental management and city planning.
（3）At the preliminary design stage, prepare the environmental protection chapter. Varied disciplines should
implement the environmental protection measures specified in the Environmental Impact Report in their designs,
which are summarized in the environmental protection chapter, and take the environment protection costs into the
budgetary estimate. Accept the audits from Ministry of environment protection, Ministry of Railways, relevant
environment protection competent authorities of Heilongjiang Province and take the results as basis to guide the
engineering construction and environmental management.
（4）The environmental protection notes should be available in the construction drawings. The building workers
should receive the training on environmental laws and regulations ecology, pollution control, etc. before entering
working site. The developer should view the environment protection engineering and main works being of the
same importance, and give environmental protection requirement to the constructor's plan.
（5）The developer should attach importance to the environment protection engineering in the bidding process.
The bidding documents should include the environment protection contents. The developer should review the
construction plan against the Environmental Impact Report as well as its approval comment, and define the
constructor's responsibility in environmental management when signing the contract.
15.1.2 Environmental management during construction period
（1）Environmental management system during construction period
The environmental management system during construction period includes the three-level management system
composed of developer, supervisor and constructor. It also needs the designer's assistance and supervision by local
environment protection department to ensure the environmental measures to be taken in designing, construction
and operation.
The developer should monitor the project progress and environment protection status and have regular inspection
and review of the enforcement of environmental protection measures and use of funds to ensure meeting the
environmental engineering schedule. The developer should also coordinate the relationships of contractors to clear
off the possible negligence and issues in environmental protection, and organize to solve the material
environmental issues or dispute which may arise, and coordinate the relationships of the parties of interest such as
contractors, local environmental protection departments, and the local public. Except under the supervision of
local environmental protection authority, the constructor should nominate full-time and part-time environmental
protection officer to have self-supervision on effluents, dust, water loss and soil erosion, noise, etc. on the working
site.
The constructors enhance their own environmental management and nominate the full-time and part-time officers
for environmental protection during the construction period. The above officers should be competent and qualified
engineers endowed with relevant responsibilities and power. They should establish the responsibility system and
performance evaluation system with regard to environmental management and ecological environment protection
and give the environmental protection training to the leadership.
The supervising company should take the environment protection engineering and measures specified in the
environmental engineering construction design and construction contract as main supervising contents, give rigid
control on environmental engineering quality and monitor the environmental measures that the constructors are
supposed to take in the construction. The supervision report to be submitted after construction should contain the
environmental engineering supervising results.
（2）Environmental management highlights during construction period
1.Ecological environment management during construction period
The water loss and soil erosion due to this project mostly occur during construction period so the constructor
should strengthen water and soil conservation during construction period and soil. The water conservation
engineering must be completed in parallel with the railroad bed main works. The environmental protection
highlights should be defined in the engineering contract signed by the developed and constructor. The working
method, process and procedure should be rigorously reviewed and supervised. The construction organization
planning should be complete.
2.The constructor should contact the property owner in time if finding any environmental risks such as bad
geological condition, etc. when working on railroad bed and bridge culvert to work out the corresponding
countermeasures and contingent plan.
3.The constructor's construction organization planning should specify the environment protection management
system. The constructor should have sound organization and civilized construction in work. The environmental
measures should be ensured to be implemented in parallel with the main works.
4.The constructor should pay attention to water and soil conservation in construction. The wastes are strictly
prohibited to be discard in river, pond, lake, canal, etc. and should be shipped to the designated place. In this
regard, the wastes should be contained first and then disposed off properly. The constructor take strict precautions
against water loss and soil erosion in due course. The scope of expropriated should be rigidly controlled in the
construction of railroad bed and bridge engineering. The work yard should be controlled in the designed
expropriated land. The constructor should choose the infertile dry land or lease the living area as work yard as
possible in order to preserve the natural vegetative cover. The principle of centralized earth taking and discarding
should be followed. The construction detour should use the existing countryside roads or modified power farming
road to avoid occupying or destroying the farm land and vegetative cover. The water reservation described above
measures should be implemented.
5.At the working sites and workers' living area and other temporary facilities, the environmental management
should be strengthened and the construction effluent should be drained into designated spots. The relevant
regulations and specifications of 《Noise Limits on border of the architectural construction site》
（GB 12523-90）
should be observed. The dust suppression measures should be taken on the site with big fugitive dust. After
construction constructor should clean up and restore job site and handle with the household garbage and
engineering wastes properly.
6.Get done with land take, demolishing and relocation and rigidly enforce the compensation measures； get done
with supervision of construction of environmental protection facilities to guarantee engineering qualities and carry
out the construction of environmental engineering in parallel with construction of main works of the project and
prepare for operation with the main works' commissioning.
7.Carry out the environmental protection acceptance upon completion of works according to the environmental
engineering acceptance method specified by the Ministry of Environmental Protection after completion of works
and official operation.
Table 15-1 Environmental management schedule during construction period
Environmental impact
Mitigation measures
Enforcement Supervision
body
body
Have a reasonable construction plan and wokring means
Noise & vibration during
to avoid job with strong noise at sensitive spot in
construction period
residential area at night.
Regularly sprinkle water on the construction section
Fugitive dust pollsution in
severely pollsuted by fugitive dust, concrete mixing site,
construction
transport service road, etc.
Effluent discharged in
construction period
Developer,
environmental
supervisor
Constructor
and
Deal carefully with effluent in construction work and
monitoring
monitor its water quality fluctuation.
authority
Solid wastes such as
Solid wastes should not be discard near the water body
domestic wastes and
such as river course, canal, etc. and should be cleared off
building wastes etc. during
in time or disposed of as required
construction period
15.1.3 Environmental management during transport operation period
The primary mission of environmental management in transport operation period is to ensure normal running of
the environment protection facilities meanwhile obtaining trustworthy operating parameters through daily
environmental monitoring to provide scientific basis for decision-making with regard to transport operation
management and environmental management.
（1）Management organization
This line transport operation is managed by two-level bodies, i.e., grass-roots stations and Ha-Jia Railway Line
Passenger Transport Line Company (preparing team)'s environment protection management body.
The grass-roots stations and sections along the line are in charge of operating and maintenance of their affiliated
environment protection facilities and coordinate with environmental monitoring authority to carry out routine
environmental monitoring and record and report in time the pollution source discharging and running status of
environmental protection equipment.
The environmental protection management body of Ha-Jia Railway Line Company(preparing team) is in charge of
environmental job instruction and supervision and environmental protection trends, and assist the planning
department to review and arrange expansion investment plan for environment protection facilities, and enforce the
renovation and reformation plan for environmental protection facility in the scope of its responsibility, and collect
and study the job information from stations and sections, and coordinate with the local environment protection
department along the line, and coordinate with grass-roots station and sections to solve the unexpected pollution
events, etc.
Besides, the municipal and county environmental protection administrations along the line and their authorized
monitoring organizations will directly supervise and control the discharging from railway pollution sources in the
region, and gradually execute the control up to total amounts according to environmental capacity, and impose
punishment or sanctions against discharging and pollution accidents exceeding the limits.
（2）Training
The professional competence of the environmental managerial personnel and operator is vital to normal running
of environment protection facilities. All environmental protection staff should be proficient in business and
familiar with the equipment operating and maintenance key points to ensure normal running of all the facilities.
Besides, the environmental protection management departments at all levels should still establish and complete
the system of job responsibilities so that they undertake the corresponding responsibilities while having the power.
Table 15-2 Environmental management plan during transport operation
Environmental impact
Mitigation measures
Trains'running noises and vibration
Architectural insulation,or set up sound
barrier,protect sound receiving points
Take protection measures such as access to net,
etc.
Management/monitoring
bodies
The stations, offices and
Ha-Jia Railway Line
Passenger Transport
Production & living effluents from Production & domestic waste water discharged
Company (preparation
stations and offices
up to standards after treatment
group)'s environment
protection managemental
Piled up together and shipped to local waste
Passenger train wastes；domestic
organization are in charge
treatment company for treatment together
wastes from stations
of daily transport operation
monitoring
Enhance conservation and maintenance on
Vegetative cover destroyed and
wetland and grassland, and enhance
water loss and soil erosion
management on the section through
conservation zone
Electromagnetic radiation
15.2 Environmental monitoring program
15.2.1 Monitoring purpose
This project's environmental monitoring mainly controls the environmental impact on the region along the line
during construction period and transport operation period.Its pirpose is to ensure the environmental measures and
recommendations in the Environmental Impact Report are enforced.
15.2.2 Environmental monitoring program
（1）Environmental monitoring requirements
1.The developer and constructor should be responsible for the environmental monitoring at construction stage,
and the local environment protection and water administration competent authorities are in charge of
supervision.The major control items include water loss and soil erosion and fugitive dust caused by cubic metre of
earth and stone engineering as well as the pollution such as construction effluent, noise, vibration, etc.
During the construction period, the constructors' environmental protection full-time or part-time officers should
urge the construction departments to enforce the environmental measures during construction period described in
this report, and be responsible for the construction management and final acceptance on their environmental
protection facilities.The environmental supervising staff should check the monitoring items during the
construction period as per the design documentation and construction schedule.They should periodically report
execution of monitoring program to high management.
2.During the transport operation period, Ha-Jia Railway Line Passenger Transport Company （preparation team)
's environmental protection management body will supervise and check the intact rate of the environmental
protection facilities at stations in its scope of responsibility as per the state and local environmental
regulations.Ha-Jia Railway Line Passenger Transport Company(preparation team) also commissions relevant
environmental monitoring station to carry out monitoring, mainly the noise and vibration up to standards.
（2）Environmental monitoring program for main works during construction period
1.Water and soil conservation measures for spoil （ slag ） yard, and ecological recovery measures after
construction；
2.Domestic wastes and effluent disposal at the temporary barracks；
3.Impact of construction noise and vibration on neighboring residential area, etc.
4.Garbage disposal during construction period.
（3）Monitoring programme during transport operation
The railway units which may cause pollution will be monitored routinely. The Ha-Jia Railway Line Passenger
Transport Company(preparing team) 's environmental protection body will have regular inspection on them.
1.Monitoring contents and monitoring points
Based on the analysis of sensitvities to environmental impact and actual impact extent as well as routine
monitoring purpose and feasibility, the routine monitoring during this line's transport operation period should
mainly include monitoring on effluent, waste gas, noise and electromagnetic radiation.
2.Monitoring organization
Ha-Jia Railway Line Passenger Transport Company ( preparation team）'s environmental protection body should
be in charge of the monitoring job after this project is put into operation.
The above monitoring body has passed the metering accreditation and its staff, apparatus and monitoring vehicles
can meet the requirements on the routine monitoring on the whole line.
The detailed monitoring programme for this project's construction period and transport operation period are shown
in Table 15-3.
Table 15-3 Environmental monitoring program for construction period and transport operation period
Monitoring
elements
Phase
Monitoring point
Monitoring
parameter
Sensitive points at
Yi Da residential
Equivalent
Construction
community, Nan Ba sound level A
community
Environment
noise
Vibration
environment
Sensitive points at
Yi Da residential
community, Jiang
Equivalent
Operation
Bin Xin Cheng
sound level A
Community, JIa Tai
Community, etc.
Sensitive points at
Construction
Da Fang Li
bungalow, etc.
Monitoring method
Standard
Executed by
Responsible Supervision
body
body
GB12524-90
《Measurement
method for noise
from construction
2 times
each year
GB12523-90《Noise
standard for
construction site》
Commissioned
by constructor
site》
GB12525-90
GB12525-90《Noise
Commissioned
《Noise limits and 2 times
limits and
by operation
measurement from each year measurement from
unit
railway line 》
railway 》
GB1007188Measuring
methods in
VLz10
Monitoring
frequcncy
《Measuring
method for urban
environmental
vibration》
Local
environmental
Developer
protection
authority
GB3096-93“Urban
Local
2 times
regional
Commissioned
environmental
Developer
each year environmental noise by constructor
protection
standard ”
authority
Sensitive points at
Da Fang Li
bungalow,Jiang Bin
Operation
Xin Cheng
Community, JIa Tai
Community, etc.
VLzmax
GB1007188Measuring
methods for
“railway
vibration”in
《Measuring
method for urban
environmental
vibration》
Air quality
Fugitive dust,
transport
Major working sites
vehicle,
Construction
along the line
construction
machinery
discharging
On-site inspection
GB1007088Specifications for
both sides of “main
Commissioned
2 times
railway line”in
by operation
each year
Urban
unit
Environmental
Vibration
Specification
4 times
each year
Monitor as per
Operation
Concentration at
stack nozzle
Smoke dust,
NOX
《Environmental
monitoring
specifications --
GB13271-2001
1 times
each year
Water
environment
《Atmospheric
Constructor,
operation unit
Local
or monitoring
environmental
Developer
unit with
protection
corresponding
authority
certification
pollution emission
standard for boiler
furnace 》
exhaust emission》
Monitor as per
Ph,
《Environmental
SS,COD,BOD5,
Construction Construction camp
monitoring
animal and
specifications -vegetable oils
effluent》
/
GB8978-1996
1 times
each year
《Standard for
effluent
comprehensive
discharging 》
Local
environmental
Commissioned
Developer protection and
by constructor
water
conservation
Water quality
Yi Lan water source parameters and
On-site inspection
site
environment in
neighourhood
Monitor as per
Operation
Stations at Yi Lan,
Fang Zheng, Bin
County, etc.
Ph、SS、
COD、BOD5
《Environmental
monitoring
specifications -effluent》
authority
Drinking water
standard
GB8978-1996
《 Standard
1 times
effluent
each year
comprehensive
discharging 》
for Commissioned
by operation
unit
Local
environmental
Developer
protection
authority
Monitor as per
《Monitoring
Communities
TV signal field
affected by
electromagnetic
intensity；
Electromagnetic
Operation
field, mainly
background
radiation
sensitive points to radio noise field
be planned with
intensity
protective measures
Can watch normally
instrument and
with SNR up to
method for
35db, picture quality
Local
electromagnetic Once after
Commissioned
as per 5-level
environmental
radiation of
normal
by operation Developer
acoreing standard
protection
radiation
operation
unit
recommended by
authority
environment
international radio
protection
advisory council
management guide
rule》
15.3 Supervising plan during construction period
15.3.1 Objectives of environmental supervision during construction period
The environmental supervision is an important measures for implementing the state environmental protection
policy -- "Environmental protection measures to be taken at the same time with project design, construction and
operation. It is exdended part of construction project environmental protection and also guarantee the enforcement
of this project's Environmental Impact Report during the construction period.
The environment protection supervision is related to engineering construction supervision but its focus is different
from engineering construction supervision.The objectives of environmental protection supervision are：
（1）To check whether the environmental engineerings observe the specifications of Project Environmental
Impact Report that has been spproved by authorities；
（2）Through environmental protection supervision,to ensure construction work quality, construction schedule,
ecological restoration, pollsution control, water loss and soil erosion up to standard rate and satisfy the
requirements of state environmental protection laws and regulations；
（3）According to supervising responsibilities, power and supervising procedure specified in contract, feed back
in time to the constructor and developer the construction not up to specifications or construction quality not
meeting the quality requirements that occur in the supervision, and propose the handling measures, and examine
and approve, correct or change as per established procedure；
（4）Assist local environmental protection administration authorities in inspection, and provide scientific and
detailed basis for solving the disputes with regard to environmental protection；
（5）Review and acceptance on environmental protection engineerings with regard to their number and quality.
Participate in acceptance on completion of works.
15.3.2 Environmental supervision scope during project construction period
The environmental supervision scope during construction period is the project construction area and the area
affected by construction.Supervision is done during the whole construction period. The supervision means include
supervision and control in time by staying on site, periodic inspection of working site and nonscheduled spotcheck.To find out the problems in time and propose corrective requirement and check corrective results in time
through environmental supervision during construction period.
The main supervising contents include land and vegetative cover protection and impact of environmental pollution
such as noises, effluent, fugitive dust, solid waste , etc. generated in construction.
The key supervising section includes sections through water conservation district.
15.3.3 Environmental supervising organization
The developer should commission the certified supervisor to do environmental protection supervision on
implementation of environmental measures for railway line concerned during the construction period.
The supervising station will arrange full-time or part-time chief supervising engineer and supervising engineer
according to particulars and complicities of this project's environmental supervision.
15.3.4 Contents, methods and results of environmental supervision
1. Environmental supervision contents during project construction period
（1）Spoil（slag）yard, construction camp, service roads' position, scale and project protective measure, and
protection and restoration measures of surface vegetative cover
at spoil（slag）yard; planting and plant
protective measures in the project land area.
（2）Control on noises from machines, transport vehicles, earth-rock excavation, etc. , prevention of fugitive dust
and smoke dust at working site, discharge and treatment of production and domestic wastewaters generated in
construction, control measures such as collection, shipping and disposal of building wastes and domestic wastes.
2. Environmental supervision methods during construction period
Take patrol as primary means, aided wtih necessary environmental monitoring, in order to give necessary control
on the engineering construction participants through environmental supervision, to give a full play to the
environmental protection investment and enforce the environmental protection measures effectivelly, and realize
both the economic and social benefits.
（1）Establish engineer post responsibility and management system for environmental protection supervision；
establish supervision workstation and finish supervision organizational structure, staffing, office and test
equipment installation & commissioning at working site. The supervision station should be located near to
environmental sensitive points with convenient transportation where the key engineering to be controlled are
centralized.
（ 2 ） Study the key points, specifications and standards of the working drawing design according to the
engineering measures to protect ecological environment and control waste water, gas, noise, slag, etc.
（3）Organize verification on site, and keep constructor well infomed of the technical details in time according to
construction organization planning to make clear the environmental engineering contents, specifications and
standards for its working section as well as constructor environmental protection organization, responsibilities
and working contents；
（4）Learn about the construction organization planning for the full line, follow up the construction schedule,
get involved in key controlled project in advance, enforce supervision all the time; study the environmental
problems ocurring in construction, and handle according to established procedure within the limits of power.
3. Environmental protection supervision means
（1）As the railway engineering covers a large area and features lots of working sites and long working line, the
environmental protection supervision is based on the principle of working sites and worling line combined, giving
prominence to the key points, keeping one eye on full line and responsiblities based on working section. Send
notice of correction and remedyl before deadline to constructor in time or report to property owner to give work
suspension order with regard to the viloations and environmental incidents；
（2）For the incidents causing severe consequences and material economic loss, should study the reasons and
find out who be responsible, and deal with them via economic means or other forceful means；
（3）The environmental problems due to supervising engineers not fullfilling its responsibility should be treated
as per contractual specifications；
（4）The supervising engineers' meeting is convened periodically for briefing on the environmental problems in
whole line's construction and negotiation on the solutions to the material environmental incidents；
（5）The environmental supervisor should keep close contact and coordination with the developer, constructor,
designer, and construction supervisors, and periodically submit the specified ststements to property owner and
change the design as specified procedure.
4. Supposed results
（1）The constructor's environmental supervision will be enhanced. The standard working practice will give
effective control on destroying of ecological environment and discharging of pollutants in construction in favor of
the environment protection supervisory mangement of environmental protection body.
（2）The environmental supervision is to control the environmental measurement relevant to main works quality
and complement, supervise and guide the construction supervision；
（ 3 ） Together with the environmental protection competent authorities,
enforce the state, provincial and
municipal environmental protection policies and regulations, and give full play to the third party's supervision.
15.3.5 Environmental protection supervision procedure and executive plan
（1）The environmental protection supervision engineer will submit ststements and completion and test reports
concerning the environmental protection facilits' construction schedule, quality control, quantity, etc. to property
owner on monthly and quarterly basis.
（2）Report the incidental environmental problems in construction and their solutions to the property owner in
time on nonscheduled basis；
（3）Negotiate with engineering construction supervisor in time with regard to the environmental problems
relevant to civil work before and after railway station.
（4）For environment protection and water conservation projects whose desgins need to be changed due to
neglect or errors in design, reprot to property owner, designer, constructor and engineering construction supervisor
as per category of changes and procedures；
（5）Deal with the environment protection and water conservation issues occurring in inspections by the property
owner, industrial competent authorities and local competent authorities.
The environmental protection supervision is planned to be carried out as the following procedure：
Inspect
Envirn.ProtectOff
ice of MOR
道部环保
办
Inspect
Developer
State & local
Peridically
briefing
Peridically
briefing
Commisioned
supervison &
inspection
Feedback
to
Environmental
eng.change proposal
Designer
In-phrase
environmental
addessement report
Material environmental issue
report
Supervision monthly report
Environmental
eng.change
proposal
Environmental
eng.change proposal
Envronment
al supervisor
Environ.inspection
Environ.eng.
resuming comments
Environmental
eng.change
comments
Environmental
eng.change proposal
Environ. Eng. changeapplication
Construction organization
Construction monthly progress plan
Monthly working progress and
execution plan
Work resuming application form
General application form
Environmental accident report
sheet
Supervision
& inspection
Suspension
order
Supervision
notice
Constructor
Figure 15-1 Environmental protection supervision procedure
Construction
supervisor
Supervisio
n
&
inspection
Rsusming
order
Progress
plan
15.4 Environment protection personal training
The professional competence of the environmental supervising personnel is vital to justice and
standardization of environmental supervision.The supervising staff should have the relevant
training and get familiar with the environmental supervision, environmental protection laws and
regulations and certified before working.The deailed training programme is shown in Table 15-4.
Table 15-4 Training programme
Trainee
Contents
No, of Training time
persons
（day）
Environmental protection laws and codes,
Environmental
constructional planning, environmental monitoring 10
protection
guidelines and codes
supervising
engineer,
Ambient air monitoring and control techniques,
environmental
environment noise & vibration monitoring and
supervising officers
20
control techniques, water environment monitoring
with the developer
and control techniques, soil erosion, etc.
5
30
16 Environmental Protection Measures and Investment
estimate
16.1 Environmental Protection Measures
16.1.1 Ecological Protection/Soil and Water Conservation Measures
A.
Measures to Protect the Land
1. Base on the technical conditions having been met, the principle of ‘bridges better than
roads, tunnels better than chasm’ shall be used as far as possible for alternative plans, so to
increase the proportion of bridges and tunnels and minimize the amount of land occupied
permanently.
Earthwork excavation shall follow the principle of ‘fully using digging for filling shift ’ for
reasonable allocation. Take full advantage of earthwork from tunnel mucking and road
cutting as roadbed earthwork and filler of temporary works and bridges to save lands of
taking earth and spoiling (slag).
These measures can ease the conflict between railway construction and land resource
protection.
2. This project needs 485.80×104m3 soils purchased far from the program and transported by
dump truck. Considering unfavorable repercussions might happen to the earth-fetching area,
adhering to the principle of ‘protecting arable land, forest land, not occupying cultivated land
and forest or as little as possible’, the choice of the source of soil is generally recommended
by the local government an approved by railway constructor. The railway construction
authority signs a soil source agreement with the local government. Based on railway
requirements and actual local situation, filed investigation and negotiation with local county
government along the railway, this design initially selects 12 earth-fetching areas which are
all existing quarries. All soil needed for this project is purchased from outside and no more
new earth-fetching area is built. Earth-fetching plan is feasible.
3. Spoiled soils of this project are mainly coming from lines, stations, tunnels and bridges,
with a total volume of 1723.10×104m3. Among which, 1291.2×104m3 are come from lines,
208.62×104m3 from the stations, 128.39×104m3 from the tunnels and 94.89×104m3 from the
bridges.
118.53×104m3 spoiled soils are surface soil with high humus contents, which can be used as
green soils along the lines and stations. Others shall be placed at selected spoiled (slag)
grounds.
There are 45 spoiled grounds occupying 217.78hm2 selected in this project to meet the
requirements of spoiled soils and slags along the lines.
There are 4 types of spoiled fields, including 36 valley-type disposal areas, 6 ramp-types, two
hollow-type and one beach type. Area type occupied along the railway lines are mainly forest
and cultivated lands. The spoiled fields occupy 19.19hm2 forests, 71.18hm2 farm lands and
127.41hm2 uncultivated lands. Low-yielding fields in relatively poor conditions shall be
selected as spoiled fields. The lands will be covered with 40-50cm soils after remediation and
recovered as farm land to reduce the effects on agricultural production. After evaluation, 44
spoiled fields are reasonable. Another beach type is recommended to re-select.
4. This project temporarily occupies lands of 534.78hm2 and most are dry lands. Temporary
projects shall consider for permanent use first trying to use existing stations or permanent
land acquisition and urban lands within the range of station, so to reduce the amount of newly
occupied lands. All temporary material plants for this project use existing stations and no
newly built ones. Two laying bases are built in this section, respectively located at
Xinxiangfang and Jiamusi Station. Use existing stations and no newly built ones.
5. Construction Company shall comply with laws and rules of The PRC Land Management
Law and Implementation Regulations of the PRC Land Administration Law. Construction
projects occupying cultivated lands shall replenish additional farm lands. If there is no
condition to explore new farm lands, land reclamation fees shall be paid. A company that has
the ability to add lands shall fulfill the obligations instead. The replenished lands shall be
checked and approved by provincial land administrative departments. Land compensation
fees, resettlement fees and young crops compensation fees shall be paid for land acquisition
and used for recovering and increasing farms’ living conditions.
B.
Measures to Protect the Biomass
1. Little saplings or tree species with greater economic values suitable for transplanting shall
be transplanted. Trees with little transplanting values or not suitable for transplanting shall
use off-site compensation according to the principle of equal compensation. Based on
national or local compensation standards, under the guidance of local forestry department,
off-site planting or money compensation shall be used.
2. Subgrade Slope Greening
Amorpha is used as protection when subgrade slope is higher than 3m, planted in a 3×3m
arch-type stone frame built by cement mortar with cut-off tank. Thickness of the frame is
0.6m.
3. Station and Living Area Greening
New embankment slope uses vegetation protection with trees planted in open spaces on both
sides of the slope. Tree species shall be selected according to local climate and natural
environment.
Totally there are 375510 trees and 43729360 shrubs planted along the line. Grass growing
and landscaping cover 237.52hm2 improve the ecological environment along the line and
have a positive effect for soil and water conservation, thus compensating the biomass loss
along the line.
Greening measures of earth-fetching areas and spoiled fields will also compensate the
biomass losses. For biomass crops reduction caused by the project construction, the
homeland department will carry out off-site reclamation after the construction company pay
reclamation fees to ensure no biomass reduction.
C.
Measures to Protect Plants along the Line
1. Transportation vehicles shall be sprayed with water or covered during transportation of
sand, soil, dust and other construction materials prone to air-born dust to prevent the
occurrence of dust.
2. The constructed roads shall be strictly maintained and managed to keep clean. Gravel
roads shall be frequently sprinkled to prevent bad effects of air-born dust on vegetation and
crops.
3. Main road on construction sites must be hardened with mud stones.
4. Earthwork must be covered or solidified if centralized stored on the construction sites.
5. There should be an appointed man responsible for cleaning on the construction site.
Corresponding sprinkling equipment shall be provided to ensure clean in time and reduce airborn dust pollution.
6. Protection of Rare Plants and Old Trees
1)
Try to avoid national protected wild plants and old trees within the range affected
by the project on both sides of the line during the next stage design. Experts shall be
invited to identify the protected plants before clearing the surface.
2)
Construction workers shall be trained on environmental protection before
construction starts, imparting knowledge of wild flora and fauna to be protected with
pictures. Enhance publicity through issuing brochures and pictures or organizing
construction workers’ representatives to learn relative knowledge. Construction workers
shall be strengthened education on protecting wild plants. Regulations and supervision
system shall be made to prohibit construction workers from destroy plants at random. If
any protected plants were found during construction, it shall be reported to the forestry
department for protection and transplanting.
D. Measures to Protect Animals along the Line
Systematic and comprehensive protection measures shall be taken during railway
planning, designing, constructing and running to realize a coordinating development of
railway construction and animal ecology behavior and minimize the effects of railway
construction on animal ecology behavior. Although no large mammals are recorded
within the evaluated range of the Ha-Jia railway project, and most are common species,
and the project has few effects on population structure of terrestrial vertebrates in
protected areas, some measures still shall be taken to weaken the impact of railway
construction on animals.
(1)
Select an Optimum Route
This project does not involve areas the major animal habitats along the line, nature
reserves and other regions rich in wild animals. Bridges or tunnels are designed over the
water, in the mountains and other sensitive sections that have smaller blocking effects to
meet the traffic requirements of animals.
(2)
Strengthen Management
Management is governed by men which can strengthen both management of railway
construction and animal ecology behaviors. Railway project planning shall meet social
and environmental protection demands. Railway construction and running shall specify
clearly and implement strictly. Warning signs shall be placed on the sections where
animals are found nearby.
E.
Soil and Vegetation Protection Measures
1. Transportation vehicles shall be sprayed with water or covered during transportation of
sand, soil, dust and other construction materials prone to air-born dust to prevent the
occurrence of dust.
2. The constructed roads shall be strictly maintained and managed to keep clean. Gravel
roads shall be frequently sprinkled to prevent bad effects of air-born dust on vegetation and
crops.
3. Main road on construction sites must be hardened with mud stones.
4. Earthwork must be covered or solidified if centralized stored on the construction sites.
5. There should be an appointed man responsible for cleaning on the construction site.
Corresponding sprinkling equipment shall be provided to ensure clean in time and reduce airborn dust pollution.
F.
Bridge Protection Measures
1. Foundation of the bridge across a river shall be constructed during drought period to
avoid the effects of mud and mechanical oil leakage on water quality due to the rain.
Meanwhile, Construction Company shall optimize the construction plan and use the
construction technology and scientific management as advanced as possible. Under the
premise of ensuring quality of construction to improve the construction schedule to shorten
the underwater operating time, and strengthen the management of construction equipment
and maintenance, so to prevent leakage of oil and the transportation of pollutants, building
materials, and reduce the possibility of water pollution.
2. During construction of main bridge, it is strictly prohibited to discharge slag of caisson
pile, construction waste, sanitary waste and household garbage to the water. Temporary toilet
and dustbin shall be placed on the platform, cleaned by appointed man and delivered onshore
periodically.
3. Construction sites and stockyards for bridges across a river shall leave the bank a certain
distance to prevent living and production process polluting the water. The protection distance
shall normally be more than 20-30m to ensure that there is no sanitary waste from
construction workers and oily production waste from maintenance of construction machine
into the water.
4. Engineering concrete mixing station should be located 300m away from residential area.
Cement must be stored in a place with waterproof and rainproof. Mixtures and other
materials must be stored in a stockyard and kept clean. Sedimentation tank shall be built for
production waste. Water used for rinsing sandstone shall be reused. Waste water discharge
shall reach the discharging standard. Falling materials shall be avoided to protect water
quality when delivering the concrete mixtures to piers. The concrete mixing station must
have dust-removal equipment to avoid air and water pollution.
5. Construction sites producing oil waste water shall build small separation tank and
collection tank. The oil wastewater shall not be discharged before separation handling.
6. Construction machine maintenance sites shall have hardened road and drying tank to
prevent wastewater of mechanical maintenance and rinse polluting the water and soil.
Construction machine maintenance shall be strengthened and strictly managed to avoid oil
leaking and dripping.
7. Cover shall be provided when special materials such as asphalt and cement are stored in
the stockyard to prevent rainfall from material loss and environmental pollution.
8. Temporary Protection Measures for Bridge Construction
To effectively prevent all types of soil and water loss during bridge construction, this design
newly adds temporary spoiled soil blocking measures, mud treatment measures and
management measures:
(1)
A temporary soil mounding field shall be set within the range of bridge land
compensation. The temporary spoiled soil shall be centralized piled. Temporary
blocking measure uses straw bags filled with soil forming a trapezoidal cross-section
with top width of 0.5m, height of 1.0m, and bottom width of 1.1m.
(2)
Slurry produced by bored pile foundation construction needs sedimentation tank
to reduce water and soil loss during construction.
G.
Protection Measures for Roadbed Project
There are total 150.142km, 487 individually designed subgrade work sites in this design,
accounting for 45.34% of total length of the new railway line. Work site type includes chasm
slope protection and deep chasm, cohesive soil subgrade, and soft soil embankment.
Main type and length: 101 embankment slope protection covering 18.168km, 20 low
embankment covering 7.652km, 7 flooding embankment covering 4.966km, 131 cohesive
soil embankment covering 31.772km, and 46 soft soil embankment covering 15.537km, 168
chasm slope protection and deep chasm covering 64.973km, 9 expansive rock chasm
covering 3.964km, 3 bedding chasm covering 1.026km and 2 underwater chasm covering
0.854km.
H.
Protection Measures for Earth-fetching Area.
1. Adhering to the principle of centralized fetching and from the nearest area, waste soils
from existing earth-fetching area and other companies have the priority.
2. Selected earth-fetching location shall be cooperated by local government, water and soil
reserve departments. Under the unified planning of the water and soil reserve department, the
location shall be approved and determined based on local irrigation works, farmland
construction planning and environmental construction planning.
3. Location of earth-fetching area shall avoid occupying cultivated lands and good fields. It
is better to select waste slopes and wasteland where have sparse vegetation to reduce
destroying the vegetation.
4. Earth-fetching areas on slopes and hills shall be treated by restoring slopes, evening
bottoms in excavation areas after fetching. Grass growing and trees planting shall be used.
5. For the earth-fetching area planned for greening or second ploughing, ripe soil on the
surface shall be pushed aside before fetching and pushed back and evened after fetching.
Based on landform conditions of temporary storage place, guard bar protection shall be
reasonably set.
I.
Protection Measures for Spoiled Soil Ground
1. Under the principle of ‘guarding before dumping’, a slag wall shall be built first at the
designed location before dumping soils (slags). Spoiled soils and slags shall be stacked in
layers and tamped firmly. The slag slope shall be protected by masonry frame.
2. Based on landform conditions, the spoiled slag area shall be provided with a slag wall at
the foot of the slope as required. Measures and forms of the slag wall protection shall strictly
implement the technical requirements of Soil and Water Conservation Technical Specification
of Construction Projects.
3. Suitable flood relief channel shall be built around if there is large catchment area nearby
to prevent run-off washing away the slag.
4. Protection measures for the slag area shall be done earlier than dumping to fully use the
protection.
5. Bases on actual situation, the field shall be leveled and recovered after dumping to renew
vegetation and prevent soil and water loss.
J.
Measures to Prevent Water and Soil Loss
1. For the subgrade slope, according to its height, gradient, soil quality and geology the line
passing by, vegetation, engineering or combined protection measures shall be respectively
used to strengthen its anti-erosion capability and prevent soil and water loss while ensuring
its stability.
2. Entire slope protected by slurry built stone shall be used for the slope of bridge head in
water across the river. Few spoiled soil produced by pier foundation excavation during
construction shall be used for filling foundation of the bridge head in time. Those can’t be
used for filling the foundation shall be guarded by temporary straw bags. A mass of slurry
and boring mud will produce during boring construction for bridge foundation using caisson
piles. Slurry pond and sedimentation tank shall be built before boring construction and the
slurry shall be reused after sedimentation.
3. Gutter shall be set outside the embankment ramp way to collect rain water gathering on
the slope to avoid washing out the environment around.
4. Earthwork construction shall try to ship the earthwork immediately after digging and
leave no loose soil surface. Protection, second ploughing and greening measures for earthfetching and spoiled ground shall be taken after construction. Drainage system shall be
completed as well.
5. Temporary projects such as makeshift road and large temporary base shall be maintained
and managed well during construction and recovered as far as possible after construction.
K. Measures to Relieve Railway Obstruction Effect
1. As a strip type project, subgrade of railway as a barrier might obstruct animal activities,
farming behaviors of people on sides, vehicle traffic and water flow.
2. Bridges and tunnels will be set corresponding to existing railway and express way
sections during this design and corresponding to existing bridges and piers one-to-one as far
as possible. It has been thoroughly considered the possible separation caused by the newly
built line. The project reserves enough space for future development of roads and country
roads.
3. Designed flow of newly built bridges and tunnels is 1/100 frequency (super large yilanmudanjiang bridge is checked according to 1/300 flooding standard). Gutter shall be built
parallel to the railway on both sides at overflowing road section where no run-off channel is
formed and led to a railway bridge nearby based on the landform, so to form a overflowing
channel on both sides to ensure mutual flowing between overflowing and run-off water.
Principles of building gutters: based on local conditions, affordable, try to choose sections
having good landform and geology to save investments on reinforcement. Exit of the gutter
shall be led to a natural river or channel, and not directly flow into the farmland to damage
agricultural production. The above measures are taken to ensure smooth water flow.
L. Measures to Protect Cultural Relics
Based on visiting local cultural relics administration department, and according to preliminary
investigation and information collected, currently there is no valuable cultural relics found in
this evaluation. It is recommended that Construction Company entrusts relative qualified
company to make a survey along the line before construction.
Heritage conservation consciousness shall be enhanced during the construction. Construction
shall be stopped immediately once cultural relics are found. Local cultural relics
administration department shall be notified in time to take necessary remedies.
1. Strengthen Archaeological Exploration before Construction
After approved by Heilongjiang Cultural Heritage Bureau, Construction Company shall
actively cooperate with the archaeology department to make a detailed archaeological
exploration for sections relate to heritage conservation and report to the bureau for approval.
After that, scientific archaeology excavation shall be done at the section might have cultural
relics buries and archaeology finds shall be protected. If major archaeology discoveries are
found, it shall be reported immediately. Protection plan shall be reported and approved before
construction if it requires situ conservation.
2. Strengthen Heritage Conservation during Railway Construction
(1)
Popularize the heritage conservation law, and set warning signs and slogans.
(2)
Construction Company must popularize and enhance heritage conservation
knowledge to all construction workers before construction.
(3)
If general heritage is found during construction, it shall be dug and cleaned under
the supervision of the cultural relics department and handed to the authorities in charge.
If important heritage is found, the construction shall be stopped immediately to protect
the site and report to the cultural relics department and take corresponding heritage
conservation measures.
16.1.2 Noise Protection Measures and Recommendation
1. Main environmental protection measures submitted in Construction Period Report:
reasonably arrange construction sites, and set the construction machine producing loud noise
away from the residential area; reasonably schedule the construction, and operation
producing loud noise shall be arranged during day time; it shall report to the relative
administrative department if production technology requires continuous operation; strengthen
environmental noise monitoring during construction period.
2. According to the results of environmental noise prediction, recent day and night
equivalent noise level at the residential area that 30m to the central line of railway tracks is
57.7 ～ 69.4dBA, and 54.3 ～ 69.5dBA. Recent day and night equivalent noise level at
measured points in Class 4 District is 55.0～68.2dBA and 52.5～68.4dBA. Recent day and
night equivalent noise level at measured points in Class 1 District is 54.6～61.2dBA and
50.8～58.9dBA. Recent day and night equivalent noise level at measured points in Class 2
District is 53.7～66.1dBA and 49.1～60.6dBA. Recent day and night equivalent noise level
at measured points in Class 3 District is 53.5～65.5dBA and 49.3～62.7dBA.
Prediction of special sensitive point of 21 schools along the line indicates that the noise level
during the day is 54.8～67.5dBA, and 50.4～62.1dBA at night.
3. According to the results of environmental noise prediction, size of the sensitive points and
landform conditions around, 46 noise-deafening walls, 15380m long with a height of 3.15m
are adopted at bridge sections. 43 noise-deafening walls, 12096m long with a height of 3m
are adopted at roadbeds. One noise-deafening wall, 380m long with a height of 7m is adopted
at bridge sections. 132 acoustic ventilation windows covering 107550m2 are adopted. Noise
level at the sensitive points will be measured in the field during test run after the construction
work is finished, the measures will be adopted if the measurements exceed the standard.
1194 sensitive points shall be moved based on vibration prediction and measures having been
taken.
Noise environmental investment of the whole line is 270,187,000 Yuan.
4. Recommendation on Environmental Noise Control
It is forbidden to build noise sensitive buildings within the range of 30m on both sides of the
railway line and not suitable beyond 30m within the standard. School, hospital, residential
area and etc. noise sensitive buildings shall not be constructed without a block in the front.
It is recommended that planning department reasonably plan land functions on both sides of
the railway, according to the noise prediction results in this report, strengthen architectural
layout and noise-deafening design. The first row of buildings adjacent to the railway is
proper for non-noise sensitive buildings for industrial use, storage and logistics to reduce the
effects of railway noise on acoustic environment quality inside the building. Base on the
concept of mutual development and mutual promotion between city and railway, the city
planning department shall strictly control usage of the land along the line and reasonably
control noise-sensitive buildings according to the acoustic environment protection distance
recommended in this report.
It is recommended that railway operation department strengthen management and
maintenance, whole line rail grinding and wheel turning periodically to make the line running
under a better condition.
16.1.3 Vibration Protection Measures and Recommendation
1. Evaluation of the amount of Z vibration level for the 50 measuring points within 30m to
the railway track is 70.1-81.9dB during the day and 70.1-82.7dB at night. Six points exceed
80dB during the day and the excess value is 1.0-1.9dB. 11 points exceed 80dB and the excess
value is 0.8-2.7dB. Evaluation of the amount of Z vibration level for the 85 measuring points
beyond 30m and further to the railway track is 52.9-77.2dB during the day and 53.5-77.9dB
at night. All predicted points meet the requirements of GB10070-88 ‘80dB on both sides of
main railway’. Compared to vibration prediction of 2020, the measurements of 2030 will
change a little, normally increasing 0.2-0.4dB since vehicle type and train speed will not
change while only traffic flow increase.
2. According to this evaluation and noise protection measures, 438 sensitive points along the
line shall be moved. Investment costs are included in noise control fee to weaken the effects
of railway vibration on residents.
3. It is recommended that local planning, construction and environmental protection
department along the railway line fully consider the actual situation of high vibration level
when planning and managing the lands on both sides of the line and build a certain range as
buffer area. It is forbidden to build residential area, school, and hospital and etc. vibration
sensitive buildings within 30m of both sides of the line.
4. Some construction machine will cause vibration on surroundings during construction, so
working sequence must be scheduled reasonably and take some protection measures. Increase
environmental protection consciousness of the construction workers to efficiently reduce the
impact of environmental vibration during construction which will be eliminated after
construction is finished.
16.1.4 Electromagnetic Radiation Protection Measures and Recommendation
1. Protection Measures for the Affected TV Reception
After the project is finished, effect of electromagnetic radiation caused by train on TV
reception of residents along the line can be eliminated by connecting cable TV. Meanwhile
reflection and obstruction effects of train can be thoroughly eliminated. It is recommended to
reserve cable TV or satellite TV compensation fees for those significantly affected TV users
at the sensitive points. It needs 719,000 Yuan as a reserve based on 500 Yuan for every family.
It shall be tested after railway construction is finished and started running, and compensation
will be processed if it does have effect.
2. Protection Measures for the Affected Traction Substation
There will be 8 new 220KV traction substation built for this project. Based on analogy
analysis, power-frequency electric field and magnetic field the traction substation produced at
its walls is far below the nation recommended standard. However, it is recommended that the
substation shall be away from residential area and sensitive targets as far as possible when
make final decision on selection of the location to further reduce electromagnetic impact and
relieve residents’ concern.
3. Protection Recommendation for the Affected GSMR Station
This project uses GSMR digital wireless communication system. Location of the station
hasn’t been decided yet. According to the former calculation and analysis, a rectangular area
that 24m long along the line on both sides with the antenna as center, 12m long each side on
the direction perpendicular to the line with a height of downwards 6m to where the antenna is
set, can be defined as excessive area of the antenna (controlled area), namely, radiated power
density outside the area meet the requirements of less than 8μW/cm2, and comply with
GB8702-88 and HJ/T10.3-1996. It is recommended to avoid the excessive area into
residential area when select location of base station and try to be away from sensitive area as
far as possible.
16.1.5 Protection Measures for Water Pollution and Recommendation
1. Domestic sewage from Binxi Station goes into a sewage plant after having been treated
by septic tank. Quality of sewage complies with grade III of Integrated Wastewater
Discharge Standards (GB8978-1996).
2. Domestic sewage from Binzhou County Station goes into the Binzhou River after having
been treated by septic tank and unpowered biological tank. The sewage plant of Binzhou
County is under construction now (which will be finished by the end of 2010, recent
treatment capacity is Q=20,000m3/d), so it is recommended that this station cancel the
unpowered biological tank. The domestic sewage from this station goes into the plant after
having been treated by septic tank. Quality of sewage complies with grade III of Integrated
Wastewater Discharge Standards (GB8978-1996).
3. Shengli Station, Gaoleng Station, Dalianhe Station and Hongkeli Station are designed as
new domestic water supply station and their sewage goes into canals and ditches nearby after
having been treated by septic tank and unpowered biological tank which doesn’t comply with
grade I of Integrated Wastewater Discharge Standards (GB8978-1996). It is recommended to
use contact oxidation process and the quality meets the standard after treatment.
4. Sewage from Jiamusi Station (existing and new domestic sewage treated by septic tank)
and Jiamusi train storage yard (domestic sewage, collecting wastewater treated by septic tank
and anaerobic filter tank) goes into sewage plant of east Jiamusi. Water quality complies with
grade III of Integrated Wastewater Discharge Standards (GB8978-1996).
5. Oil-bearing waste water from dispatch locomotive back-turning section of the east
Jiamusi Station pre-treated by separation tank, and domestic sewage from Jiamusi Station
and the section (pretreated by septic tank) are collected through pipes and treated by SBR
technology which comply with grade I of Integrated Wastewater Discharge Standards
(GB8978-1996), and then goes into canals and ditches nearby.
6. Foundation of the bridge across a river shall be constructed during drought period to
avoid the effects of mud and mechanical oil leakage on water quality due to the rain.
Sedimentation tank shall be set. Mud and slime water from bridge construction shall be
settled and naturally dried before shipped. Mud pit and sedimentation tank shall be refilled
with soil after construction is finished to restore ground vegetation.
7. Tunnel leaks contain large amount of sands, muds and construction wastes during
construction which shall be treated by grit chamber located at tunnel entrance and exit of
inclines shaft to effectively avoid mud depositing downstream, polluting and losing
underground water.
8. Strictly manage construction machine and strengthen environmental protection
consciousness during the project. Follow the requirements of local environmental protection
department and it will not have a big impact on the water environment surrounded. Water
pollution caused by working sites will naturally disappear after construction is finished.
9. Estimated investment on sewage treatment measures of this project is 1,673,000 Yuan.
16.1.6 Protection Measures for Air Pollution and Recommendation
1. There are five 0.7MW coal-fired boilers newly built respectively located in Binxi
Statation, Shengli Station, Gaoleng Station, Dalianhe Station and Hongkeli Station.
According to the regulation of No. 121 Harbin Government Order - Pollution Control
Measures for Coal Burning, Article 7, it is recommended to use formed-coal boiler with
equal capacity instead of the above mentioned boilers which reach the discharge standards of
air pollution.
2. There are five 0.7MW coal-fired boilers newly built respectively located in Binxi
Statation, Shengli Station, Gaoleng Station, Dalianhe Station and Hongkeli Station (provided
with dedusting equipment). It is predicted that the concentration of dust emissions at the
chimney meet the requirements of GB13271-2001 Boiler Air Pollutant Emission Standards,
District II Time Section II, while the concentration of SO2 exceeds the standard of GB132712001 Boiler Air Pollutant Emission Standards, District II Time Section II. it is recommended
to use formed-coal boiler with equal capacity instead of the above mentioned boilers which
reach the discharge standards of air pollution.
3. There are six 1.4MW coal-fired boilers newly built respectively located in Binzhou
Statation, Fangzheng Station, Train Storage Yard of Jiamusi, East Jiamusi and Dispatched
Locomotive Back-turning Section of East Jiamusi. To ensure boiler unity of the whole line
and easy management, and according to the regulation of No. 121 Harbin Government Order
- Pollution Control Measures for Coal Burning, Article 7, it is recommended to use formedcoal boiler with equal capacity instead of the above mentioned boilers which reach the
discharge standards of air pollution.
4. There are two 0.7MW coal-fired boilers newly built in Yilan Station (provided with
dedusting equipment). It is predicted that the concentration of dust emissions at the chimney
meet the requirements of GB13271-2001 Boiler Air Pollutant Emission Standards, District II
Time Section II, while the concentration of SO2 exceeds the standard of GB13271-2001
Boiler Air Pollutant Emission Standards, District II Time Section II. it is recommended to use
formed-coal boiler with equal capacity instead of the above mentioned boilers which reach
the discharge standards of air pollution.
Centralized potable water source in Yilan County will be stopped and discarded when it
comes to the operating period, so there will be no sewage discharge effects.
5. Heating system of Jiamusi Station can use municipal heating system and no air pollutant
emitted. Design plan is feasible. Based on the principle of ‘bring a new one to replace the old
one’, the two existing0.35MW coal-fired boilers will be taken down later and the existing
heating connected into the municipal heating system.
6. The existing East Jiamusi Station is shut down after the project, which is re-designed in a
new location. One 1.4MW coal-fired boiler is newly built. it is recommended to use formedcoal boiler with equal capacity instead of the above mentioned boilers which reach the
discharge standards of air pollution.
7. Smoke dust from the construction machine, air-born dust from earthwork and
transportation vehicles, and fumes from temporary small boilers provide for construction
base camps will affect the air environment during construction. All construction companies
shall strictly follow relative laws and regulations to minimize these effects. These effects will
naturally disappear when the construction is finished.
Investments on air pollutant protection measures will cost 3.8 million Yuan.
16.1.7 Solid Waste Disposal Measures and Recommendation
Domestic garbage from waiting passengers of every station is 198.72t/a in the near future, and
248.27t/a in the far future after the construction. Garbage produced during removing is
32.52×104m3.
Office waste and domestic garbage from the newly built station are 198.41t/a.
If the garbage produced during removing can’t be treated in time, the domestic garbage from the
station will destroy and pollute the environment along the railway and where the station located,
therefore, it is recommended to take the following measures:
1. Domestic garbage from the construction base camp shall be collected by appointed men
and delivered to the sanitation department for centralized disposal. Thoroughly clean up
construction waste during removing and after camp evacuation, and deliver them to
appointed spoiled ground or other places for disposal.
2. Strengthen management and popularization. According to the requirements of TJWF
[1996] No. 9 Doc. Notification of Updating Snack Box for Railway Transportation, paper
snack box or photodegradable and biodegradable polypropylene snack box that have fasted
degradation speed, higher recycle value, and higher sanitary quality shall be used.
3. Implement the system of garbage from the train disposed at fixed-place, and strictly
forbidden to dump at random. According to the requirements of TJWF [1995] No.178 Doc.
Notification of Issuing ‘Supervision and Management Measures for Integrated Controlling
Garbage Pollution along the Railway’, garbage bags shall be placed on passenger trains
which shall be dumped at Harbin Station and Jiamusi Station. The bags shall be collected and
stored at an appointed place, and delivered to the sanitary department for disposal together
with the office waste and domestic garbage from the waiting passengers.
4. Mud from sewage disposal shall be collected by appointed men and delivered to a refuse
landfill for centralized disposal. Floating grease shall be collected and delivered to the
hazardous waste receiving department for centralized disposal.
5. Popularize the environmental protection concept to passengers at the station, and increase
passengers’ environmental protection consciousness, so to minimize the problem of littering
and reduce its effects on environment.
Based on the above measures including garbage disposed at fixed-place, garbage collected in time,
centralized disposal and strengthening management of station garbage discharging, although solid
waste will increase a certain amount of all station after the project is complete, it will not affect the
environment around if all the measures are strictly implemented and the solid waste is brought
into municipal garbage disposal system or having been utilized.
17.1. Investment estimate
Environment protection investment of the project totalled RMB 811,662,500, 2.1% of the project
total investment RMB 38,663,528,100.
Table 16-1 Environmental Protection Measures and Investment Summary
In ten thousand Yuan
Total
Projects
Units
M10 mortar
rubble
masonry
Subgrade slope
protection
Geogrid
Subgrade
Area
Qty.
Investment
m3
246626
5928.89
m3
5028924
10213.74
Chasm slope
protection
C2 5concrete
m3
559165
15839.47
Slurry built
stone gutter
Masonry
m3
184970
5239.65
Station
Gutter
mortar rubble
masonry
m3
53300
1509.83
Spoiled
Slag wall
Masonry
m3
21435.63
488.73
Measures
for the
Project
(slag)
Ground
Foundation
excavation
m3
9809.85
6.02
Masonry
m3
32229.77
747.34
Foundation
excavation
m3
31402.78
27.51
Sand Cushion
m3
62780.56
519.38
Masonry
m3
4923.45
114.17
Foundation
excavation
m3
9910.85
8.68
Sand Cushion
m3
2173.99
17.99
Site grading
hm2
217.77
236.98
Land preparation
hm2
71.18
35.13
Soil excavation
m3
72214.5
63.26
M7.5 Masonry
m3
35408.4
821.05
Sand Cushion
m3
15840.6
131.05
Site grading
hm2
85.39
92.92
Land reclaimed
hm2
54.66
26.98
Site grading
hm2
231.62
252.05
Land preparation and apply
farmyard manure
hm2
139.27
68.74
shrub
plant
42295750
4652.53
arbor
plant
82340
287.45
hm2
11.83
591.5
Drainage
channel &
energy
dissipation
measures
Drainage ditch
Field leveling
Drainage ditch
Makeshift
Road for
Construction
Construction
living
quarters
Roadbed
Plants
measures
Station and
yard
Planting on
both sides
Planting
Bridge planting（grass broadcast
Bridges and
culverts
m2
64.04
19.91
plant
91840
14.97
sowing）
Boston ivy
Continued - Environmental Protection Measures and Investment Summary
In ten thousand Yuan
Total
Projects
Units
Qty.
Investment
Arbor
Thousands
of plants
293.17
338.32
Shrub
Thousands
of plants
879.51
828.5
（hm2）
102.61
4.2
WT.kg）
6156.6
27.7
Yong forest tending
hm2
102.61
13.84
Grass broadcast sowing
hm2
30.73
9.64
Grass protection
m2
559080
436.64
Shrub
Thousands
of plants
554.1
521.96
Grass growing
hm2
92.35
28.98
Spoil
ground
area
Mixed grass seeds
Plants
measures
Construction
road area
Construction
living
quarter
Temporary
measures
Roadbed
area
Waterretaining bank
Earthwork
m3
14117.48
12.37
Chute
Woven bags filled
with soils
m3
25761.83
321.99
Temporary
drainage ditch
Earthwork
m3
9367.94
8.21
Sand basin
Earthwork
m3
2341.98
2.05
Woven wire guard
m2
122740
613.7
Covered by weaving cloth
m2
461777
46.18
m3
28274.86
353.41
m2
192423
57.73
Woven bags filled with soils as
retaining wall
m3
2118.69
26.48
Covered by protection mesh
m2
116475
34.94
m2
2340
11.7
Stone heap slag retaining walls
m3
5084.12
13.05
Woven bags filled with soils as
retaining wall
m3
3643.59
45.54
Covered by protection mesh
m2
468725
140.62
Woven bags filled
with
soils
as
Temporary
retaining wall
soil heap
protection
Covered by
protection mesh
Stations and
yards
Guard bar protection（wire
Tunnels
Bridges and
culverts
Construction
living
quarters
netting）
Slurry pond
Qty.
piece
13
0.45
Sedimentation
tank
Qty.
piece
26
0.71
Surface soil stripping
hm2
231.62
217.77
Woven bags filled with soils
m3
2504.96
31.31
Grass seeds sowing
hm2
23.12
7.19
Spoil
ground
Surface soil backfilling
hm2
92.48
600.11
Surface soil stripping
hm2
217.77
204.75
Woven bags filled with soils
m3
6133.94
76.67
Grass seeds sowing
hm2
18.11
5.63
Surface soil backfilling
hm2
72.45
470.1
Total Amount
53468.35
Table 16-2 Investment Estimation of Pollution Treatment Project (Ecological Not Included)
In ten thousand Yuan
Project
Project Contents
Unit
Qty.
Sound proof window
m2
117905
Noise barrier
M.
32110
Removing
Family
555
Housebreaking
Family
438
Noise Control
Vibration
Control
Sewage Treatment
Air pollution
control
Electromagnetic
protection
Environmental
monitoring
Investment
27018.7
Combined with noise control
measures
167.30
Coal-fired boiler
Set
15
380.00
（reserved）
Family
1438
71.90
Noise, vibration,
sewage, air, water
source
Item
5
60.00
Compensation fund
Total Amount
27697.9
17 Assessment Conclusions
17.1 Rationalization of Route Selection
In accordance with the Long and Mid-term Plan of China’s Railway Network Plan (2008
Revision), Harbin-Jiamusi Railway will be constructed for improving the railway network in
eastern and central regions, and this project meets relevant transport planning.
Railway line programs in line with local government planning requirements or which relatively
with less environmental interference are recommended to local alternative designs, and every
recommended programs is environmentally reasonable.
The project is basically out of the built-up areas of along the line; Harbin Station can use its
existing station, while Jiamusi Station should be reconstructed based on the existing one, which
are conformed to local urban planning requirements.
17.2 Assessment Conclusion of Current Environment
Ecological Environment
Terrains along the railway line are mainly plains and low mountains. The areas between Harbin
and Bin County are mainly alluvial plains of the Songhua River, while the areas between Bin
County and Jiamusi are mainly rolling terrains. Jiamusi is located at the northern fringe of
Sanjiang Plain, with an altitude of 100m ~ 500m. The woods are mainly planted forest and natural
secondary forest. Arable land is distributed along the line, with mild-to-moderate soil erosion. The
ecological environment along the line is relatively stable, and the environment carrying capacity is
relatively strong.
Acoustic Environment
There are 69sensitive sites at both sides of the project, which are affected by the existing railway.
Day and night noise equivalent sound level of somesensitive sites exceed standards to some extent,
the other 70 points are mainly affected by the noise from social life.
Harbin Hub Section
The Areas 30m Away from the Center Line of Outer Railway Track
The recent day and night noise equivalent sound levels at the areas 30m away from the center line of
outer railway track are 57.7～65.1dBA and 54.3～66.2dBA respectively, increasing -4.4～2.5dBA
and -6.8～3.9dBA each. Thereby the daytime and nighttime noise equivalent sound levels meet the
standards of 70dBA in the daytime and 70dBA in the nighttime stipulated in GB12525-90 Emission
Standards and Measurement Methods of Railway noise on the Boundary Alongside Risky Line.
Residential Quarters
The recent day and night noise equivalent sound levels at the measured points in Class Ⅳresidential
quarter are respectively 56～59.5dBA and 52.5～56.2dBA, respectively increasing -4.3～-2.5dBA and
-6.3～-3.2dBA over the status quo, thereby the noise equivalent sound level in the daytime can meet
the daytime noise standard of 70dBA stipulated in GB12525-90 Emission Standards and Measurement
Methods of Railway Noise on the Boundary Alongside Risky Line. 7 measuring points in the nighttime
are 0.2～1.2dBA over the 55dBA standard requirement on Class Ⅳresidential quarter stipulated in
GB3096-2008.
The recent day and night noise equivalent sound level at the measured points in Class Ⅱresidential
quarter are respectively 53.7～57.6dBA and 49.1～54.5dBA, respectively increasing -4.3～-2.5dBA
and -6.4～-3.1dBA over the status quo. The daytime noise equivalent sound level can meet the daytime
standard of 60dBA for ClassⅡresidential quarter stipulated in GB3096-2008. 33 measuring points
measured in the nighttime exceed 0.3～4.5BA based on the nighttime standard of 50dBA for Class Ⅱ
residential quarter stipulated in GB3096-2008.
The recent day and night noise equivalent sound levels at the measured points in the Class Ⅲ
residential quarter are respectively 53.5～61.4dBA and 49.3～62.1dBA, respectively increasing 3～1.6dBA and -4.0～3.6dBA over the status quo, thereby the daytime noise can meet the
daytime standard of 65dBA for the Class Ⅲresidential quarter, while 3 measuring points
measured in the nighttime are over 0.2～7.1BA based on the nighttime standards of 55dBA for
Class Ⅲresidential quarter stipulated in GB3096-2008.
(3)Schools, Hospitals and other Special sensitive sites
The daytime noise equivalent sound level is 54.8～59.4 dBA, increasing -4.4～2.7dBA than the status
quo; while which in the nighttime is 50.4～56.1dBA, increasing-7.2～-3.2dBA over the status quo,
thereby the daytime noise can meet the appropriate standards, but 8 night measuring points are 1.4 ~
3.4dBA over the appropriate standards.
2. Jiamusi Hub Section
(1)The Areas 30m Away from the Center Line of Outer Railway Track
The recent day and night noise equivalent sound levels at the place where is away from the center line
of outer railway track are 59～69.4dBA and 55.8～69.5dBA each, increasing-2.5～5.9dBA、-2.4～
6.7dBA respectively. Thereby the day and night noise equivalent sound levels meet the standards of
70dBA in the daytime and 70dBA in the nighttime stipulated in GB12525-90 Emission Standards and
Measurement Methods of Railway noise on the Boundary Alongside Risky Line.
Residential Quarters
The recent day and night noise equivalent sound levels at the measured points in Class Ⅳresidential
quarter are respectively 55～68.2dBA and 52.9～68.4dBA, respectively increasing -3.5～2.2dBA and
-6.8～2.6dBA over the status quo, thereby the daytime noise equivalent sound level meet the daytime
noise standard of 70dBA stipulated in GB12525-90 Emission Standards and Measurement Methods of
Railway noise on the Boundary Alongside Risky Line. 23 measuring points measured in the nighttime
are 0.1～13.4dBA over the nighttime standard of 55dBA for Class Ⅳresidential quarter stipulated in
GB3096-2008.
The recent day and night noise equivalent sound levels at the measured points in Class Ⅰresidential
quarter are respectively 54.6～59.5dBA and 50.8～58.9dBA, respectively increasing -2.4～1.3dBA
and -4.4～2 .0dBA over the status quo.11 measuring points measured in the daytime exceed 0.3～
4.5dBA over the daytime standard of 55dBA for Class Ⅰresidential quarter, and 12 measuring points
measured in the nighttime exceed 5.8～13.9BA over nighttime standard of 45dBA for Class Ⅰ
residential quarter stipulated in GB3096-2008.
The recent day and night noise equivalent sound levels at the measured points in the Class Ⅲ
residential quarter are respectively 56.1～62.8dBA and 53.0～62.7dBA, respectively increasing -2.4～
3.5dBA and -1.8～4.0dBA over the status quo, thereby the daytime noise can meet the daytime
standard of 65dBA for the Class Ⅲresidential quarter stipulated in GB3096-2008, but 11 measuring
points in the nighttime are over0.3～7.7BA based on the nighttime standards of 55dBA for Class Ⅲ
residential quarter stipulated in GB3096-2008.
(3)Schools, Hospitals and Other Special sensitive sites
The daytime noise equivalent sound level is 55.8～60.0dBA,increasing -2.2～-0.1dBA over the
current value; while which in the nighttime is 53.1～59.4dBA, increasing -1.4～0.6dBA over the
current value. thereby the daytime and nighttime noise can meet the appropriate standards, but 2
measuring points measured in the nighttime are 3.1～9.4dBA more than the appropriate standards.
3. Wayside Section
（1）The Areas 30m Away from the Center Line of Outer Railway Track
The recent day and night noise equivalent sound levels at the areas away from the center line of outer
railway track are respectively 62.3～69.2dBA and 57.1～63.7dBA, increasing 6.4～18.1dBA and
8.2～19.8dBA respectively, thereby the day and night noise equivalent sound levels meet the standards
of 70dBA in the daytime and 70dBA in the nighttime stipulated in GB12525-90 Emission Standards
and Measurement Methods of Railway noise on the Boundary Alongside Risky Line.
(2) Residential Quarters
The recent day and night noise equivalent sound levels at the measured points in Class Ⅳresidential
quarter are respectively 59.6～67.8dBA and 56.3～62.3dBA, respectively increasing 5.3～16.3dBA
and 7.3～15.2dBA, thereby the daytime noise equivalent sound level meets the daytime noise standard
of 70dBA stipulated in GB12525-90 Emission Standards and Measurement Methods of Railway noise
on the Boundary Alongside Risky Line. 9 measuring points measured in the nighttime exceed 1.3～
7.3dBA on the basis of the nighttime standard of 55dBA for Class Ⅳresidential quarter stipulated in
GB3096-2008.
The recent day and night noise equivalent sound levels at the measured points in Class Ⅰresidential
quarter are respectively 57.1～61.2dBA and 53.1～57.9dBA, respectively increasing 4.0～6.3dBA
and 4.7～10.7dBA based on the status quo. 3 measuring points measured in the daytime are 2.1～
6.2dBA more than the daytime standard of 55dBA for Class Ⅰresidential quarter stipulated in
GB3096-2008, while 3 measuring points measured in the nighttime are 8.1～12.9BA more than
nighttime standard of 45dBA for Class Ⅰresidential quarter stipulated in GB3096-2008.
The recent day and night noise equivalent sound levels at the measured points in Class Ⅱresidential
quarter are respectively 56.5～66.1dBA and 51.0～60.6dBA, respectively increasing 1.6～15dBA and
1.8～17.1dBA over the status quo, of which 89 measuring points measured in the daytime are 0.1～
6.1dBA more than the daytime standard of 60dBA for ClassⅡresidential quarter stipulated in
GB3096-2008, while 121 measuring points measured in the nighttime are 1.0～10.6BA more than the
nighttime standard of 50dBA for ClassⅡresidential quarter stipulated in GB3096-2008.
The recent day and night noise equivalent sound levels at the measured points in the Class Ⅲresidential
quarter are respectively 58.7～65.5dBA and 54.1～60.2dBA, respectively increasing3.4～14.1dBA
and 4.4～15.4dBA, of which 1 measuring point is 0.5dBA over the daytime standard of 65dBA for
Class Ⅲresidential quarter stipulated in GB3096-2008, while 4 measuring points measured in the
nighttime are 0.4～5.2BA over the nighttime standards of 55dBA for Class Ⅲresidential quarter
stipulated in GB3096-2008.
(3)Schools, Hospitals and Other Special sensitive sites
The daytime noise equivalent sound level is 57.1～67.5dBA, 5.1～13.7dBA more than the current
value, while which in the nighttime is 51.3～62.1dBA, 5.1～13dBA more than the current value. 5
measuring points measured in the daytime are 1.0～7.5 dBA more than the appropriate standards, and
7 measuring points measured in the nighttime are 1.3～12.1dBA more than the appropriate standards.
4. Changes of Forward Noise Predictive Value
In the long term, the type of operation train of this project has not been changed, and the departure
pattern is unchanged, only the number of trains will be on the increase, thereby the noise predictive
value has increased properly. The daytime noise equivalent sound level will increase 0.1 ~ 4.7dBA,
while the nighttime noise equivalent sound level increased 0.1 ~ 1.8dBA.
5. Noisesensitive sites in Sanwich Areas between Existing Lines and Newly-built Lines
There are 3 designedsensitive sites belong to this type, namely N38 Shuiyuan Community cottages in
Harbin Hub, N113 family member building of glass factory and N137 model village. The functional
areas of these 3 noisesensitive sites exceed standards. The evaluation recommended that remove the
N38 and N113 where within the scope of 30m, simultaneously take measures to set up sound barriers
and noise insulation windows. As the households at the N137sensitive sites are scattered, the
evaluation recommended that remove those within the scope of 30m and simultaneously take measures
to set up sound barriers and noise insulation windows.
Ambient Vibration
The current monitoring results shows that 44sensitive sites affected by the existing railway, part of
the sensitive sites appear higher daytime and nighttime vibration levels, the other 44sensitive sites
are mainly affected by the vibration from social life.
1. sensitive sites Affected by the Existing Railway
In accordance with the value of the sensitive sites affected by the existing railway, the scope
within 30m in current mean vibration level of VLzmax is 73.1dB～84.1dB in the daytime, and
74.3 dB～84.3dB in the nighttime. 12 measuring points exceed 80dB in the daytime, up 0.4～4.4
dB. The value in the scope in 30m and out of 30m is 57.0～78.6dB in the daytime, and 57.3～
78.9dB in the nighttime, thereby the measuring points in the daytime and nighttime can meet the
standard of 80dB stipulated in the Both Sides of Trunk Railway in the standard GB10070-88.
2. Othersensitive sites
There is no significant vibration source existed currently, the vibration is mainly affected by
human activities, the current value in vibration level VLZ10 is 49.0～57.0dB in the daytime and
43.1～52.0dB in the nighttime, which respectively meet the standards of 70 dB in the daytime and
67 dB in the nighttime stipulated in (GB10070-88) Standard of Environmental Vibration in Urban
Area.
(4) Water Environment
Harbin-Jiamusi line belongs to the Songhua River system. In the run-through program, large rivers
are Mudanjiang River, Woken River, Mayi River, Daluomi River, Xiaoluomi River, Demoli River,
Feiketu River. In the Jiangbei Program, larges rivers are Hulan River,Pao River, Shaoling River,
Mulanda River, Baiyangmu River, Chalin River, Wulahun River, Xibei River, Dagudong River,
Xiaogudong River, Balan River and Tangwang River, as well as a number of small criss-cross
rivers and irrigation channels.
After testing, the water quality indicators of Mayi River and Mudanjiang River can meet the
requirement of Class Ⅲstandard of (GB3838-2002) Environmental Quality Standards for Surface
Water.
(5) Electromagnetic Environment
In the 35 television channels currently received by antenna in the 8 monitoring sites, 24 channels
reached the required signal to noise ratio of 35dB on maintaining requirements before construction.
After starting construction, the signal to noise ratio of every channel declined greatly, only 16 can
meet the requirement of signal to noise ratio. The speed rating of this project is high, with
numerous viaducts and high subgrades. With the exception of electromagnetic radiation, as impact
of fast movement of trains on the viaducts and reflection of trains and bridges, therefore wireless
channel was severely damaged, and causing the received signals to be faded fast, which seriously
affects the normal reception of television signals of ordinary normal antenna users.
As the cable television network access rate is lower along the line, most of users use ordinary
antennas to receive television signals, it's estimated that the construction of this project will have
more significant adverse effects to the residents along the line on the television signals reception.
17.3 Conclusion of Environmental Impact Assessment
Ecological Environment
1. The land use along Harbin to Jiamusi railway project is mainly in plowland pattern, and the
vegetation covered in Fangzheng and Yilan are relatively better. Water and soil erosion is slight.
The ecological environment along the line is relatively stable, with strong environmental carrying
capacity.
2. In accordance with "China's Vegetation Regionalization", the entire line of this project belongs
to temperate grassland region--eastern grassland sub-region-temperate northern grassland zone
and temperate mixed broadleaf and coniferous forest region-temperate northern mixed broadleaf
and coniferous forest zone. The vegetation types along the line are mainly natural forest,
plantation, bush, meadow steppe, wetland and farmland. Common plants are aspen, red pine,
Lespedeza bicolor etc. In the engineering evaluation area, there are 3 species of national secondclass protective plants, namely tilia amurensis, Fraxinus mandshurica and Phellodendron
amurense, which are not scattered in the construction land of the project.
3. In the zoogeographical division, the areas along the line belong to Songliao Plain region,
Changbai Mountain and Xiaoxing'an Mountain region. As the human activities in the areas are
frequent, and most of the areas alone the line are farmland and villages, coupled with the impact
of existing Tongsan Expressway, G211 and railway, the animal resources along the region are
scarce, and more of them are common species.
There are 28 species protected animals along the project, of which 26 species of birds (20 species
of stateⅡprotected birds and 6 species of Heilongjiang provincial protected birds). There are 2
species provincial protected animals in reptiles.
4. The permanent areas covered in the project comprise roadbed area, station area, bridge and
culvert area, and tunnel entrance area, covering a total area of 1416.27hm2. In the types of newlyadded land acquisition, 903.20hm2 of cultivated land, accounting for 63.77%; 419.85 hm2 of
woodland, accounting for 29.65%; 42.63hm2 of construction land, accounting for 3.01%;
7.59hm2 of orchards, accounting for 0.54%; 8.24hm2 of pond, accounting for 0.58%.
The permanent land use for the project has only minimal impact to the patterns of land utilization
along the line. In the design, the project has been considered reducing land occupation. Moreover,
as the project is in linear distribution, the impact can be minimized by taking the measures of
economic compensation for land reclamation and restoration.
5. The temporary land occupation of this project covers an area of 534.78hm2, most of which is
dry land. In the temporary works, permanent-temporary integration should be prioritized. The
permanent land acquisition and urban land in existing venues or the scope of stations should be
utilized as much as possible so as to reduce new land occupation. All temporary material plants
for the project are made use of the existing stations without newly-added land. 2 track laying bases
will be set up in this section, respectively in Harbin Xinxiangfang Station and Jiamusi Station. The
existing stations are utilized without any newly-added land.
6. The engineering construction will tie up a permanent forest of 419.85hm2. In the next stage of
design, the cutting for varieties of trees and quantity will be further clear. In the process of design
and construction, if any state or local protected varieties of trees should be transplanted. Any small
seedlings suitable for transplanting or the varieties of trees with great economic value should be
transplanted as well. For the trees with less transplanting value or not suitable for transplanting,
an off-site compensation shall be taken based on the principle of equal compensation in
accordance with the state or local standards of compensation. The off-site replanting or monetary
compensation shall be conducted under the guidance of local forestry department.
The greening measures for the project, such as greening the roadbed slope with arbors or shrubs,
setting forest in subgrade in wind drift sand regions, greening temporary venues, earth borrowing
areas and spoil(slag) ground, will be taken. A total of 375510 arbors and 43729000.36 shrubs will
be planted newly. The area of sowing grass and landscaping covers 237.52hm2, playing a positive
role to improve the ecological environment along the line.
7. The total length of the 144 bridges along the trunk line is 172862.60 linear meters, accounting
for 51.28% of the newly-built line, of which 157506.23 linear meters in 88 two-lane grand bridges,
15084.71 linear meters in 53 two-lane bridges, 206.46 linear meters in 2 two-lane medium bridges,
65.2 linear meters in one steel medium bridge. 294 culverts will be newly built, with the exception
of the length of bridges and tunnels, average 1.90 culverts per kilometer will be built along the
line.
One cross-over is designed in crossing high-grade roads, without any piers in the middle of roads
and embankment slopes. Simultaneously the impact to the normal use from the bridge foundation
construction should be taken into account. Above measures will meet the normal activities and
passing of persons and animals from one side to the other side.
In the design for bridges and culverts, the drainage, irrigation, surface runoff, staff travel, animals
channel and other requirements should be taken into account fully. The bridges and culverts will
be designed in accordance with the water level of 1/100(1/300 is adopted in Yilan Mudanjiang
River Grand Bridge for checking), simultaneously drainages will be arranged in both sides of the
railway, and the impact to rivers, drainage, irrigation, surface overland flow, animal channels and
other aspects will be minimized.
8. In the run-through program of Harbin-Jiamusi railway, 9 two-lane tunnels will be built, with a
total linear meters of 14.093kmm, accounting for 4.18% of the total length of the newly-built line.
It's recommended that single-port construction and single-port slag methods should be taken in the
tunnel with a length of less 500m, so as to reduce damage to the surrounding environment.
Through the analysis on the impact to the vegetation on the top of the tunnel when in tunnel
construction, the results show that the water inflow from outside of the tunnel is less, and the
leakage is mainly the trace water from bedrock fissure. The water used for vegetation on tunnel
mountaintop is mainly from natural rainfall, and the engineering construction is basically without
any impact to the growth of the vegetation. There are only two residential zones in the area 1000m
away the entrance and exit of tunnel. The groundwater is used for daily production and life, and
the waterpower contact between tunnel body and residential areas is less, and the impact to the
residents' drinking water from tunnel construction is less as well.
There are 478 subgrade construction sites in individual design, with a total length of 150.142km,
accounting for 45.34% of the total length of the newly-built line. The types of construction site are
mainly cut slopes protection and deep cutting, cohesive soil embankment and soft groundwork etc.
10. The newly-added soil erosion is 14.10×104t. The amount of soil erosion in construction period
is much larger than of which in natural recovery, thereby the construction period is the key period
for preventing soil erosion. Feasible engineering, plant protection and temporary protective
measures must be developed so as to implement targeted rational treatment to the section possibly
causing soil erosion to achieve effective soil erosion control.
The earth and stone aggregate 4111.78 × 104m3 in the entire line, of which 1437.24×104m3 of
filling, 2674.54×104m3 of excavated volume. The filling earth should be utilized for excavation
works as much as possible, and the utilization earth is 951.44×104m3, while the total disposable
soil is 1723.10×104m3, of which topsoil of 118.53×104m3 can be recycled as greening soil, the
other 1604.57×104m3 of disposable soil will be taken as permanent spoil (slag) to be thrown away
in spoil disposal areas.
In the design program, 12 borrow areas are initially selected, and all of them are the existing
quarries. A total of 45 spoil (slag) fields are selected, covering an area of 217.78hm2, which can
be used for debris accumulation. Through corresponding engineering protection and greening
prevention measures for cut-fill transition, borrow site, spoil (slag) field, roadbed slope, spoil of
bridges and culverts. The implementation of such measures will be beneficial for lightening the
impact to the ecological environment caused by earth works and reducing soil erosion.
Acoustic Environment
1. There are 139sensitive sites in the assessment domain, including 21 Special sensitive sites and 118
centralized residential quarters.
The residential quarters 30 meters away from the center line of outer railway track in the assessment
domain should be implemented with the 70dBA/70dBA limits stipulated in （ GB12525-90 ）
Emission Standards and Measurement Methods of Railway Noise on the Boundary Alongside Risky
Line.
The regions with functional divisions along the line should be implemented with corresponding
standards of noise functional zoning.
The regions along the line are mostly rural areas without noise functional zoning. The rural
residential areas without noise functional zoning should be implemented with the standards for
ClassⅡ division. The urban areas with noise functional zoning should be implemented with the
requirements of corresponding functional zoning. The schools, hospitals and other Special
sensitive sites in the assessment domain should be implemented with the outdoor standards of 60dBA
in the daytime and 50dBA in the nighttime (with accommodation requirements).
2. The current monitoring results show that the day and night noise equivalent sound levels of
sensitive targets in the project are 50.2 ~ 71.8dBA and 43.1 ~ 72.5dBA respectively.
The day and night noise equivalent sound levels for the areas 30 meters away from the center line
of outer railway track shall meet the standards of 70dBA in the daytime and 70dBA in the
nighttime stipulated in Emission Standards and Measurement Methods of Railway Noise on the
Boundary Alongside Risky Line.
3. Environmental Protection Measures Proposed in the Report
(1) In the construction period, the environmental protection measures proposed in the Report are
as follows: with rational arrangement of construction sites, the construction machines with large
noise should be arranged at the side far away from residential areas; with rational arrangement of
construction time, the works with high noise exposure should be arranged in the daytime as far as
possible. Required continuous operation or special needs due to the production process
requirements should be reported to relevant competent administrative department; strengthening
the environmental noise monitoring in the construction period.
（2）In accordance with the prediction of environmental noise, integrated with the scale of the
sensitive sites and terrain conditions around them and other site conditions, 46 3.15-meter high
noise barriers, with a total length of 15380 of linear meters will be installed in bridge sections.43
3-meter 3.15-meter high noise barriers with a total length of 12096 linear meters will be installed
in subgrade sections. One 7-meter high noise barrier with a total length of 380 linear meters will
be installed in subgrade sections.132 noise insulation ventilation windows with a total area of
107550m2 will be installed. In the period of test run after completion, the noise level atsensitive
sites will be measured. If the noise level is actually out of limits, above measures will be
implemented.
（3）Integrated with vibration prediction and measures taken, 1194 households insensitive sites
should be removed.
(4) The investment for noise environmental protection in the entire line is 270187000 Yuan.
Ambient Vibration
In accordance with the value of the sensitive sites affected by the existing railway, the scope
within 30m in current mean vibration level of VLzmax is 73.1dB～84.1dB in the daytime, and
74.3 dB～84.3dB in the nighttime. 12 measuring points exceed 80dB in the daytime, increasing
0.1～4.1dB, and 12 measuring points exceed 80dB in the nighttime, increasing 0.4～4.4 dB. The
value in the scope within 30m and out of 30m is 57.0～78.6dB in the daytime, and 57.3～78.9dB
in the nighttime, thereby the measuring points in the daytime and nighttime can meet the standard
of 80dB stipulated in the Both Sides of Trunk Railway in the standard GB10070-88. There is no
significant vibration source existed currently, the vibration is mainly affected by human activities,
the current value in vibration level VLZ10 is 49.0～57.0dB in the daytime and 43.1～52.0dB in
the nighttime, both meet the standards of 70 dB in the daytime and 67 dB in the nighttime
stipulated in (GB10070-88) Standard of Environmental Vibration in Urban Area.
2. The Z vibration level evaluation value of 50 measuring points in the areas 30m away from the
outer railway track of the line is 70.1-81.9dB in the daytime and 70.1-82.7dB in the nighttime. 6
measuring points in the daytime exceed 80dB, increasing 1.0-1.9dB, while 11 measuring points in
the nighttime exceed 80dB, increasing 0.8-2.7dB. The Z vibration level evaluation value of 83
measuring points in the areas 30m away from the outer railway track and outside areas is 52.977.2dB in the daytime and 53.5-77.9dB in the nighttime, all measuring points meet the standard of
80dB stipulated in the Both Sides of Trunk Railway in the standard GB10070-88.
3. In the environmental assessment, combined with the noise control measures, 438 households in
the sensitive sites along the railway will be implemented with the relocation, and the investment
is included in the noise control fees, so as to lighten the impact to the residents’ lives caused by
railway vibration.
4. We recommended that the planning, construction and environmental protection departments of
local governments along the lines take full account of the situation of higher vibration level of the
land at both sides of the railway along the line when in planning and management to designate a
range of buffer zones and to prohibit anyone from newly building residential buildings, schools,
hospitals and other vibration-sensitive buildings 30m within both sides of the line.
5. As part of machines during construction period will cause vibration of the surrounding
environment, a rational operation sequence should be arranged and a certain protective measures
should be taken. Moreover, the environmental awareness of construction workers should be raised,
so as to effectively reduce the impact of environmental vibration during construction. After the
completion of construction, the impact of environmental vibration will disappear.
Water Environment
1. The domestic sewage in Binxi Station will be discharged into a sewage treatment plant after
being treated by septic tanks, thereby the sewage quality can meet Grade III standard of (GB89781996) Integrated Wastewater Discharge Standard. The design proposal is feasible.
2. The domestic sewage in Binzhou County Station will be discharged into Binzhou River after
being treated by septic tanks and unpowered biological treatment tanks. As Bin County Sewage
Treatment Plant (planned to be completed in 2010, with a recent treatment capacity of Q = 20000
m3/d), therefore, in the environmental assessment, it is recommended that the unpowered
biological treatment tanks should be cancelled, and the domestic sewage from this station is
discharged into a sewage treatment plant after being treated by septic tanks, thereby the sewage
quality can meet Grade III standard of (GB8978-1996) Integrated Wastewater Discharge Standard.
3. Shengli Station, Gaoleng Station, Dalian River Station and Hongkeli Station are newly-built
domestic water supply stations, and their domestic sewage is discharged into nearby ditches after
being treated by septic tanks and unpowered biological treatment tanks, which cannot meet the
primary standard of GB8978-1996 Integrated Wastewater Discharge Standard. In the
environmental assessment, it’s proposed that the domestic sewage should be treated by contact
oxidation treatment，and the sewage after treatment will meet the standards.
4. Sewage of Jiamusi station (existing and new domestic sewage dealt by septic-tank) and Jiamusi
motor train storage yard (domestic sewage, fecal sewage dealt by septic-tank and anaerobic
biological filter) is discharged into the sewage treatment plant of east area of Jiamusi and the main
discharge hole’s water quality meets the third-level standard of integrated wastewater discharge
standard (GB8978-1996).
5. After preprocessed, oily sewage of west Jiamusi accrediting locomotive back-turning section
and domestic sewage of East Jiamusi station and Jiamusi accrediting locomotive back-turning
section (preprocessed by septic-tank) will be processed by SBR technology after pipeline
collecting, while meeting the first-level standard of integrated wastewater discharge standard
(GB8978-1996), discharge them into neighbouring irrigation canals and ditches. This design
proposal is feasible.
6. The foundation construction of river-crossing bridge should start at dry season to the greatest
extent to avoid water quality effect of mud and mechanical oil leak caused by construction of
rainy season.
We should build settling pond for sludge and muddy water during bridge construction, after
natural drying carry away the sediment. When construction finished, fill mud pit and settling pond
with soil and recover the ground vegetation.
7. Tunnel water leak during construction contains vast silt, slurry and construction rubbish, so we
should build a grit chamber at entrances of tunnel and inclined shaft to effectively avoid slurry
clogging of lower reaches of river and pollution of ground water, thereby reduce groundwater
resources’ loss.
8. During construction process, we should strictly manage construction machinery, strengthen
environmental protection consciousness, and comply with the requirements of local environmental
protection department to avoid big impact on the surrounding water environment. While
construction finished, water pollution caused by job location will disappear naturally.
Atmospheric Environment
1. The project newly added 5 coal-fired boilers of 0.7MW for Binxi station, Shengli station,
gaoleng station, Dalianhe station and Hongkeli station. According to the seventh article of No.121
of Harbin People's Government Decree-Harbin Scattered Burning Pollution Prevention Measures
of Coal, the evaluation suggests above stations to use moulded coal burning boilers with the same
capacity and the atmospheric pollutants discharge should reach the standard.
2. The project newly added 6 coal-fired boilers of 1.4MW for Binzhou station, Fangzheng station,
Jiamusi motor train storage yard, East Jiamusi and accrediting locomotive back-turning section.
According to the seventh article of No.121 of Harbin People's Government Decree-Harbin
Scattered Burning Pollution Prevention Measures of Coal, the evaluation suggests above stations
to use moulded coal burning boilers with the same capacity and the atmospheric pollutants
discharge should reach the standard.
3. Because of Yilan station is located at the second-level water source protection zone of
concentrating potable water of Yilan County, the People's Government of Yilan indicates that the
County is prospecting and devising new water head site, the old water head site will be out of
service before 2013, the new project will last 4 years (planning to start in July of 2010 and
complete in June of 2014), so before the new project’s operation, the old water head site has been
out of service, without pollution discharge existing. The People's Government of Yilan agreed
construction line’s passing through the second-level water source protection zone with a file of
YZH No. [2010]31.
The project plans to add 2 coal-fired boilers of 0.7MW for Yilan station, according to the seventh
article of No.121 of Harbin People's Government Decree-Harbin Scattered Burning Pollution
Prevention Measures of Coal, the evaluation suggests the station to use moulded coal burning
boiler with the same capacity and the atmospheric pollutants discharge should reach the standard.
4. Heating of Jiamusi station can be connected with municipal heating system, without
discharging atmospheric impurity. This design proposal is feasible. Based on the principle of
“replacing old with new", the existing 2 coal-fired boilers of 0.35MW can be removed and the
heating of existing boilers belongs to municipal heating system.
5. The project of existing East Jimusi station closes latter, the project plans to add one coal-fired
boiler of 1.4MW for this station, the evaluation suggests above stations to use moulded coal
burning boilers with the same capacity and the atmospheric pollutants discharge should reach the
standard.
6. After the project’s operation, smoke and dust of boiler atmospheric impurity reduce 31.8t/a
than existing level and SO2 increases 32.82t/a.
7. During construction, smoke and dust caused by construction machinery, raising dust caused by
earthwork and stonework construction and smokes caused by provisional small size’s boilers of
each job location will affect atmospheric environment. Every construction organization should
strictly abide by relevant laws and regulations and make the effect minimized; these effects will
disappear naturally with the construction’s finish.
Electromagnetic Environment
1. Conclusions of impact on television reception
After the project’s accomplishment, electromagnetic radiations caused by train operation will
make all the SNR of channels along the line reduce more. In the 35 antenna-receiving television
channels of 8 monitoring points, there are 24 channels meet the SNR requirement of 35dB of
normal watching before the project; after the project, the SNR of channels drops a lot, only 16
channels can meet the SNR requirement.
Because of the extreme low network accessing rate of wired television along the line, there are a
lot of users watching with common antennas, we estimate that the project will cause a very
obvious bad impact on resident’s televiewing.
2. Conclusions of impact on traction substation
According to the monitoring data of analogy, electric field and magnetic displacement of power
frequency at the walls of the traction substation are low, they accord with the limit requirement of
power frequency electric-field strength and magnetic displacement recommended in HJ/T24-1998.
The high-pressure introducing line corridors of traction substation do not belong to this project, its
environmental impact assessment will be implemented by the related power departments.
3. Conclusions of impact on GSMR base station
According to above calculations and analysis, making antenna the centre, respective 24 meters
along the two sides of the line and respective 12 meters along the two sides of the perpendicular
lines, the vertical height is 6 meters downward from the antenna, this rectangular region is the
limit region of antenna (control region), that means out of the limit region the radiosity can be less
than 8μW/cm2, meeting the requirements of GB8702-88 and HJ/T10.3-1996.
4. On the basis of predicted result, we suggest to obligate wired television network accessing
compensating funds or satellite aerial purchase cost for television users insensitive sites.
Compensating fund is RMB500 Yuan each family, the total amount is 719 thousand Yuan.
Solid Waste
After the completion of the project, it will cause related stations increasing certain amount of solid
waste, but by rubbish recycling timely, concentrating disposal, strengthening the management of
waste discharge car and some other measures, and with the strict implement of above system,
putting the solid waste into municipal garbage disposal system or making comprehensive
utilization will not have an affect on surrounding environment.
Public Participation
1. Public Participation activity provided a mass of public information about the project for the
evaluation organization. It had positive impact on the coordination between project construction
and environmental protection. Meanwhile, through the public participation activity, it deepened
understand and support for the project of the public in the project area and laid a solid foundation
for smooth implementation of the project.
2. Most of the masses along the railway line who think the project will in favor of the local
economic development are support the project. Almost all of the investigators feel the importance
of the environment; Noise and vibration is still the main environmental problems; Most of the
masses cooperated actively for the land acquisition and remove problems and hoped to get
reasonable economic compensation
3. The public want the construction organization to pay attention to environmental protection work
ideologically, implement the environmental protection management measures from the action,
strive to minimize the environmental impact by the railway project in the construction and
operation period, fully exert economic benefit and social benefit of the project based on protecting
public interests.
4. For the opposing phenomenon of the project construction is too concentrated in BinJiang New
town and Jiada community, project construction organization communicated with the residents
who took issue in the form of seminars. With more understanding of the construction and
operation of the Harbin-Jiamusi railway project, the resident representative from BinJiang New
town and Jiada community approved the relevant protective measures brought up by the project.
Residents’ concern for Harbin-Jiamusi railway project was eliminated. They all understand and
support the construction and operation of Harbin-Jiamusi railway project.
Social Economic Environment
1. Harbin-Jiamusi railway construction will have a significant and positive impact on society, the
implement of this project can promote economic development, increase employment opportunities,
and promote tourism development. It will have positive impact on promoting the formation of
Harbin megalopolis and promoting regional economic development.
2. After the completion of the project, it will form the personal rapid transit network, the HarbinDalian passenger line in Heilongjiang region, connect all passenger line networks. It will make
personal rapid transit network went deep to various regions of Heilongjiang, expand the coverage
radius of the personal rapid transit network.It not only can give full play to the benefit of the
passenger line, but also meet the requirement of personal rapid transit between the cities along the
passenger line. The implement of this project will greatly compress the space-time distance
between Northeast and Harbin and even inside Shanhaiguan Pass. It contributes to promoting the
improvement of Harbin Metropolitan. It has great importance for accelerating the process of
urbanization along the line. It has great importance for promoting win-win cooperation in
Northeast and accelerating regional economic integration.
3. Although the implement of this project occupies the land of land acquisition residents who are
made to change their life and their way of operating income or migrate passively. But with
implement of kinds of Compensation and proper placement by railway and local authorities, the
income and housing conditions of the residents will not less than pre-migration. It will also play a
role in promoting economic development of some region.
Environmental Economic Cost-Benefit Analysis
Harbin-Jiamusi railway construction will occupy a certain amount of land, increase soil erosion
and cause loss and adverse impact on the environment, meanwhile, also require a certain
investment in the environmental protection. But this project will bring about enormous social and
environmental benefits, improve the transportation along the route, promote the development and
utilization of resources along the route. It has significant social benefits. After necessary
comprehensive treatment for the adverse environmental effects, the adverse effects of the railway
project will be greatly eased, meanwhile, there will be a certain environmental compensation
efficiency by resuming the project.
Environmental protection project investment is 2.1% of the total investment, which is correspond
to the investment in environmental protection of normal railway project, it can guarantee the
environmental project practice and the operation of environmental protection facilities in the
Construction project.
17.4 Summary
The new construction of railway project from Harbin to Jiamusi will impact on the environment,
sound, vibration environment, water and atmospheric environment in a certain area along the both
side of the railway line. However project design put forward effective ecological protection and
restoration measures, soil erosion control measures and pollution control measures combined with
the local characteristics, evaluated and carried out supplement and improvement for the measures.
After seriously and roundly implemented the various environmental protection measures in the
environment assessment report in the project construction and operations, construction impacts on
the environment and pollution could be effectively controlled or slowed down.
Evaluation: The project is good for improving the traffic conditions along, and promoting the
regional economic development, the measures in the design and environmental impact statement
is feasible for the project.
Table of Contents
1.
INTRODUCTION .................................................... ERROR! BOOKMARK NOT DEFINED.
1.1.
1.2.
2.
LEGAL
2.1
defined.
2.2
2.3
2.4
2.4.1
2.4.2
Project Background ............................................. Error! Bookmark not defined.
Environmental Asessment (EA) Preparation . Error! Bookmark not defined.
AND REGULATORY FRAMEWOK........... ERROR! BOOKMARK NOT DEFINED.
Environmental Assessment Purpose and Principles ...... Error! Bookmark not
National Laws and Regulations ........................ Error! Bookmark not defined.
World Bank Safeguard Polices ......................... Error! Bookmark not defined.
Assessment Scope and Applicable Standards Error! Bookmark not defined.
Assessment Scope and Grade ......................... Error! Bookmark not defined.
Assessment Standards ....................................... Error! Bookmark not defined.
3.
PROJECT DESCRIPTION AND ENGINEERING ANALYSIS ..... ERROR! BOOKMARK NOT
DEFINED.
3.1
3.1.1
3.1.2
3.1.3
3.1.4
3.1.5
3.1.6
3.1.7
3.1.8
3.1.9
3.2
Project description ............................................... Error! Bookmark not defined.
Project Contents and Scale .............................. Error! Bookmark not defined.
Railway Alignment ............................................. Error! Bookmark not defined.
Subgrade Embankment .................................... Error! Bookmark not defined.
Stations .................................................................. Error! Bookmark not defined.
Bridge Works ....................................................... Error! Bookmark not defined.
Tunnel Works ...................................................... Error! Bookmark not defined.
Electrification Works ......................................... Error! Bookmark not defined.
Aggregate, Spoil and Borrow Materials ....... Error! Bookmark not defined.
Temporary Construction Works..................... Error! Bookmark not defined.
Engineering Analysis .......................................... Error! Bookmark not defined.
Scoping and screening of environmental issues ........ Error! Bookmark not
3.2.1
defined.
3.2.2 Ecological environmental impacts ................ Error! Bookmark not defined.
3.2.3 Acoustic environmental impacts .................... Error! Bookmark not defined.
3.2.4 Vibration impacts ............................................... Error! Bookmark not defined.
3.2.5 Electromagnetic impacts ................................. Error! Bookmark not defined.
3.2.6 Water environmental impacts ......................... Error! Bookmark not defined.
3.2.7 Ambient air impacts .......................................... Error! Bookmark not defined.
3.2.8 Solid waste impacts............................................ Error! Bookmark not defined.
3.2.9 Screening of Environmental Protection Objects........ Error! Bookmark not
defined.
4
ALTERNATIVE ANALYSIS..................................... ERROR! BOOKMARK NOT DEFINED.
183
4.1
4.2
4.3
No project Scenario ............................................. Error! Bookmark not defined.
General Alignment Selection............................. Error! Bookmark not defined.
Alternatives for sections and stations .............. Error! Bookmark not defined.
Comparisons of access lines to and locations of Jiamusi Terminal ..Error!
4.3.1
Bookmark not defined.
4.4
Analysis of the project’s compatibility with related planning .................. Error!
Bookmark not defined.
4.4.1 Analysis of coordination with railway network planning Error! Bookmark
not defined.
4.4.2 Analysis of coordination with local traffic and economic development
planning ............................................................................... Error! Bookmark not defined.
4.4.3 Analysis of coordination with the planning of the cities along the line
Error! Bookmark not defined.
4.5
5
Summary of the alternative analysis ................ Error! Bookmark not defined.
ENVIRONMENTAL BASELINE.............................. ERROR! BOOKMARK NOT DEFINED.
5.1
Natural Environment ........................................... Error! Bookmark not defined.
Landform .............................................................. Error! Bookmark not defined.
Hydrology and river system ............................ Error! Bookmark not defined.
Meteorological Characteristics ....................... Error! Bookmark not defined.
5.1.1
5.1.2
5.1.3
5.1.4 Formation lithology and geologic structureError! Bookmark not defined.
5.1.5 Seismic parameters ............................................ Error! Bookmark not defined.
5.1.6 Unfavorable Geology and special rock and soil ......... Error! Bookmark not
defined.
5.2
5.2.1
5.2.2
5.2.3
Social-economic Environment .......................... Error! Bookmark not defined.
Regional economic characteristics................ Error! Bookmark not defined.
Traffic and transport situation and reality of passenger carrying capacit
Error! Bookmark not defined.
Cultural property ................................................. Error! Bookmark not defined.
6
IMPACT ASSESSMENT OF ECOLOGICAL ENVIRONMENT .... ERROR! BOOKMARK NOT
DEFINED.
6.1
Forecast and Evaluation of impact on ecological environment ................ Error!
Bookmark not defined.
6.1.1
Impact analysis of land occupation on land use and mitigation measures
Error! Bookmark not defined.
6.1.2 Impact analysis of project construction on plants and mitigation
measures .............................................................................. Error! Bookmark not defined.
6.1.3 Impact of project construction on animals and mitigation measures
Error! Bookmark not defined.
6.1.4 Impact analysis on ecological protection zone ........... Error! Bookmark not
defined.
6.1.5 Environmental impact analysis and mitigation measures of roadbed
project Error! Bookmark not defined.
6.1.6 Environmental impact analysis and mitigation measures of bridge
building ................................................................................ Error! Bookmark not defined.
184
6.1.7
Environmental impact analysis and mitigation measure of tunneling
Error! Bookmark not defined.
6.1.8 Impact assessment on borrow pits and disposal sites and mitigation
measures .............................................................................. Error! Bookmark not defined.
6.1.9 Analysis and protective measure of temporary construction ............... Error!
Bookmark not defined.
6.1.10 conservation of water and soil plan ............... Error! Bookmark not defined.
6.1.11 landscape vision impact assessment ............ Error! Bookmark not defined.
6.2
Investment estimate and benefit analysis of ecological protection measure
Error! Bookmark not defined.
Investment estimate of ecological protection ............. Error! Bookmark not
6.2.1
defined.
6.2.2 Benefit analysis of ecological protection ..... Error! Bookmark not defined.
6.3
Summary ................................................................ Error! Bookmark not defined.
7
ENVIRONMENTAL IMPACT ASSESSMENT OF NOISE ............ ERROR! BOOKMARK NOT
DEFINED.
7.1
7.2
7.2.1
Investigation and assessment on current status of acoustic environment
Error! Bookmark not defined.
Predication and evaluation on noise impact ... Error! Bookmark not defined.
Assessment of prediction result ..................... Error! Bookmark not defined.
5. NOISE SENSITIVE POINTS IN THE ZONE BETWEEN THE OLD AND NEW LINES . ERROR!
BOOKMARK NOT DEFINED.
7.2.2 Equivalent Sound Grade Estimation Results of Typical Sections .....Error!
Bookmark not defined.
7.2.3 City Planning for the Ongoing Zone Noise Protection Distance ......Error!
Bookmark not defined.
Noise Mitigation Measures ................................ Error! Bookmark not defined.
Noise mitigation schemes ............................... Error! Bookmark not defined.
Noise Mitigation Measure Assessment ....... Error! Bookmark not defined.
Noise Pollution Protection Proposals .......... Error! Bookmark not defined.
7.4
Acoustic environment asessment for the construction period .................. Error!
Bookmark not defined.
7.4.1 Noise Source in the Construction Period .... Error! Bookmark not defined.
7.3
7.3.1
7.3.2
7.3.3
7.4.2 Noise Environment Impact Assessment Standard in the Construction
Period Error! Bookmark not defined.
7.4.3 The Controlled Distance of the Construction Machinery to the Site Error!
Bookmark not defined.
7.4.4 Mitigation Measurements and SuggestionsError! Bookmark not defined.
7.5
Summary ................................................................ Error! Bookmark not defined.
7.5.1 Assessment Standards and Protection Objects .......... Error! Bookmark not
defined.
7.5.2 The Current Status Assessment ..................... Error! Bookmark not defined.
7.5.3 Main Environment Impact and Proposed Environment Protection
Measurements .................................................................... Error! Bookmark not defined.
185
8
ENVIRONMENT VIBRATION IMPACT ASSESSMENTERROR! BOOKMARK NOT DEFINED.
8.1
General ................................................................... Error! Bookmark not defined.
8.2
The Current Status Assessment on Environment Vibration Error! Bookmark
not defined.
8.2.1 The Current Status Investigation on Environment Vibration .............Error!
Bookmark not defined.
8.2.2 Current Status Monitoring ............................... Error! Bookmark not defined.
8.2.3 Current Measuring Point Arrangement ....... Error! Bookmark not defined.
8.2.4 The Current Monitoring Results and Assessment .... Error! Bookmark not
defined.
8.3
Environment Vibration Impact Asessment during the Operation Period
Error! Bookmark not defined.
Estimation Methods .......................................... Error! Bookmark not defined.
Vibration Distance Estimation up to the Standards . Error! Bookmark not
8.3.1
8.3.2
defined.
8.4
Vibration Mitigation Measurements and Proposals ....... Error! Bookmark not
defined.
8.4.1 City and Town Schem, Control and Management .... Error! Bookmark not
defined.
8.4.2 Source Strength Control ................................... Error! Bookmark not defined.
8.4.3 Vibration Control Measurements .................. Error! Bookmark not defined.
8.5
Vibration Environment Impact Analysis during the Construction Period
Error! Bookmark not defined.
Construction Period Vibration Pullution Source Anaysis .................... Error!
8.5.1
Bookmark not defined.
8.5.2 Construction Machinery Equipment Vibration Strength Error! Bookmark
not defined.
8.5.3 Construction Vibration Control Measurements ......... Error! Bookmark not
defined.
8.6
9
Summary ................................................................ Error! Bookmark not defined.
WATER ENVIRONMENT IMPACT ASSESSMENT ................................................................ 1
9.1
9.1.1
9.1.2
9.1.3
9.2
General .......................................................................................................................... 1
Introduction ................................................................................................................ 1
Evaluation.................................................................................................................... 1
Evaluation Contents ................................................................................................. 1
Water Environment Current Status Investigation and Analysis ........................ 2
Investigation and Analysis on the Ground Surface along the Alignment . 2
9.2.1
9.2.2 Invesigation and Aanlysis on the Sewage Pollution Source at each
Station 3
9.3
Treatment Methods and Impact Estimation of Sewage Discharge on the
Water Environment during the Operation Period .................................................................... 4
9.3.1 General.......................................................................................................................... 4
9.3.2 Water Quality Estimation and Measurement ................................................... 6
76 16
186
9.3.3
Sewage Treatmen Investment Estimation ....................................................... 23
9.4
Evaluation of the Sewage Discharge Impact on the Surface Water
Environment during Construction Period................................................................................ 24
9.4.1 Analysis on the Sewage Drainage Impact on the Water Environment
during the Project Construction Period ........................................................................... 24
9.4.2 Proposals on the Water Pollution Protection and Treatment during the
Construction Period............................................................................................................... 25
9.5
Impact Analysis of the Project on the Concentrated Drinking Water Source
Protection Zone in Yilan County .............................................................................................. 26
9.5.1 Water Source General ............................................................................................. 26
9.5.2 Related Location Relation between the Project and Water Source
Protection Area ....................................................................................................................... 27
9.5.3 Analysis on the Proposed Project Impact on the Water Source Protection
Zone 28
9.6
10
Summary ..................................................................................................................... 31
ASSESSMENT OF THE IMPACT ON AMBIENT AIR ........................................................... 33
10.1
General ........................................................................................................................ 33
10.1.1 General........................................................................................................................ 33
10.1.2 Evaluation Standards ............................................................................................. 33
10.1.3 Evalution Contents ................................................................................................. 33
Analysis on the Air Pollution Source and Impact during the Construction .. 34
10.2.1 Analysis on the Air Pollution................................................................................ 34
10.2.2 Air Pollution Calculation Method....................................................................... 36
10.2.3 Analysis on the Atmosphere Pollution Impact ............................................... 36
10.2.4 Atmospere Pollution Treatment Methods ....................................................... 38
10.2.5 Summary of Pollution Discharge Amount Increased and Decreased ..... 39
10.3
Analysis of Atmosphere Environment Impact and Protection Methods
during the Construction Period .................................................................................................. 41
10.2
10.3.1 Analysis of Atmosphere Environment Impact during the Construction
Period 41
10.3.2 Protection Methods and Suggestions ................................................................ 42
10.4
11
Summary ..................................................................................................................... 43
ELECTROMAGNETIC ENVIRONMENT IMPACT ASSESSMENT........................................ 44
General ........................................................................................................................ 44
11.1.1 Evaluation Scope ..................................................................................................... 44
11.1.2 Evaluation Contents ............................................................................................... 44
11.1.3 Evaluation Standards ............................................................................................. 45
11.1.4 The Electromagnetic Pollution General of Electrification Railway ......... 46
11.1.5 Sensitive Point General .......................................................................................... 46
11.2
The Current Electromagnetic Environment Status ............................................ 53
11.2.1 TV Receiving Status Survey and Estimation Analysis ................................. 53
11.2.2 Survey Results and Analysis ................................................................................. 54
11.3
Eectromagnetic Environment Impact Estimation and Evaluation .................. 57
11.3.1 Eectromagnetic Pollution Source Features ..................................................... 57
11.1
187
11.3.2 Impact Estimation .................................................................................................. 63
11.4
Evaluation Conclusions ........................................................................................... 67
11.4.1 Treatment Methods and Suggestions ............................................................... 68
11.4.2 Summary .................................................................................................................... 75
12
ENVIRONMENT IMPACT ANALYSIS OF SOLID WASTES ................................................. 77
12.1
11.1.
General ........................................................................................................................ 77
Environment Impact Analysis of Solid Wastes .................................................. 77
Rubbish from Construction Period and Demolition..................................... 77
12.1.1
12.1.2 Estimation of Domestic Rubbish by Waiting Passengers at Stations and
by Train Passengers .............................................................................................................. 77
12.1.3 Station Staff Domestic Rubbish .......................................................................... 78
12.1.4 Sludge and Slick ....................................................................................................... 78
12.2
13
PUBLIC PARTICIPATION ..................................................................................................... 80
13.1
13.2
13.3
13.4
13.5
13.6
13.7
14
Measures to be Taken and Suggestions ................................................................ 78
Purpose of Public Participation .............................................................................. 80
Scope and Respondents of the Survey .................................................................. 80
Ways of Public Participation and Content of Survey ........................................ 80
Statistics and Analysis of Survey Result .............................................................. 91
Dealing with Public Opinions .............................................................................. 104
Opinions from Second Round Public Participation ......................................... 112
Conclusion ................................................................................................................ 116
ASSESSMENT OF IMPACTS ON SOCIO-ECONOMIC ENVIRONMENT ........................... 117
Overview ................................................................................................................... 117
Brief introduction of socio-economic environment ......................................... 117
14.2.1 Social economic overview ...................................................................................117
14.2.2 Distribution and exploitation of resourrces ...................................................118
14.2.3 Status and development of industry and agricultute ..................................119
14.1
14.2
14.2.4 Status and development of communications and transportation along
the line 120
14.3
Analysis of engineering construction's impact on local socio-economic
environment ................................................................................................................................. 120
14.3.1 Significance and function of the line in the local economy and road net
120
14.3.2 Necessities for the project construction ......................................................... 121
14.4
14.4.1
14.4.2
14.4.3
14.4.4
14.4.5
14.4.6
14.4.7
Land take, building demolish and relocation .................................................... 122
Environmental impact of land take and relocation .....................................122
Relevant policies and regulations .....................................................................125
Objectives of land take, building demolishing and relocation ................126
Residents' relocation ............................................................................................ 126
Compensation standards and payment .......................................................... 126
Relocation and income restoration plan ......................................................... 129
Analysis of impact on residents' quality of life .............................................130
188
Analysis of railway's cutting and obstructing effect ....................................... 130
14.5.1 Analysis of railway's cutting and obstructing effect ...................................130
14.5.2 Control measures ...................................................................................................130
14.6
Analysis of impact on cultural relics and historic sites along the line ......... 131
14.7
Cumulative/Indirect Impacts ................................................................................ 132
14.8
Mitigating measures ............................................................................................... 134
14.5
15
ENVIRONMENTAL MANAGEMENT AND MONITORING PLAN ................................... 135
15.1
15.1.1
15.1.2
15.1.3
15.2
15.2.1
15.2.2
15.3
15.3.1
15.3.2
15.3.3
15.3.4
15.3.5
15.4
16
Environmental management plan ........................................................................ 135
Preliminary environmental management ....................................................... 135
Environmental management during construction period ......................... 135
Environmental management during transport operation period ............137
Environmental monitoring program .................................................................... 139
Monitoring purpose .............................................................................................. 139
Environmental monitoring program ............................................................... 139
Supervising plan during construction period..................................................... 144
Objectives of environmental supervision during construction period ...144
Environmental supervision scope during project construction period .144
Environmental supervising organization ....................................................... 144
Contents, methods and results of environmental supervision .................144
Environmental protection supervision procedure and executive plan ..146
Environment protection personal training ......................................................... 148
ENVIRONMENTAL PROTECTION MEASURES AND INVESTMENT ESTIMATE ............ 149
Environmental Protection Measures ................................................................... 149
16.1.1 Ecological Protection/Soil and Water Conservation Measures ..............149
16.1.2 Noise Protection Measures and Recommendation.....................................156
16.1.3 Vibration Protection Measures and Recommendation .............................. 157
16.1
16.1.4 Electromagnetic Radiation Protection Measures and Recommendation
157
16.1.5 Protection Measures for Water Pollution and Recommendation ...........158
16.1.6 Protection Measures for Air Pollution and Recommendation .................159
16.1.7 Solid Waste Disposal Measures and Recommendation ............................. 160
17.1.
17
Investment estimate ................................................................................................ 161
ASSESSMENT CONCLUSIONS ........................................................................................... 166
17.1
17.2
17.3
17.4
Rationalization of Route Selection ...................................................................... 166
Assessment Conclusion of Current Environment ............................................ 166
Conclusion of Environmental Impact Assessment .......................................... 171
Summary ................................................................................................................... 182
189
Table 2-1 Key Environmental Laws and Regulations and Project ComplianceError! Bookmark
not defined.
Table 2-2: Applicable World Bank Safeguard Policies and Project ComplianceError! Bookmark
not defined.
Table 2-3: Environmental Factors and Assessment Scope and GradeError!
Bookmark
not
defined.
Table 3-1: Key technical parameters of the Gui-Guang Line......... Error! Bookmark not defined.
Table 3-2 Project Content and Scale .............................................. Error! Bookmark not defined.
Table 3-3 Temporary Construction Works ..................................... Error! Bookmark not defined.
Table 3-4 Environmental Screening ............................................... Error! Bookmark not defined.
Table 4-1 Comparison of Four General Alignments ...................... Error! Bookmark not defined.
Table 4-2 Comparison of East Jiamusi Station .............................. Error! Bookmark not defined.
Table 4-3 Passenger flow density (in single direction) of existing HaJia line in different years
(Unit: 10,000 people) ............................................................. Error! Bookmark not defined.
Table 4-4 Forecast of passenger flow on HaJia passenger dedicated line(in single direction) Unit:
10,000 people ......................................................................... Error! Bookmark not defined.
Table 5-1 Characteristics of main rivers along railway line ........... Error! Bookmark not defined.
Table 5-2 Principal meteorological factors of weather station ....... Error! Bookmark not defined.
Table 5-3 Table of classification of the maximum frozen depths of the soil along the railway line
................................................................................................ Error! Bookmark not defined.
Table 5-4 Loose and soft soil section table .................................... Error! Bookmark not defined.
Table 5-5 Main economic indices of cities along railway line in 2007Error! Bookmark not
defined.
Table 5-6 Cultural property along the alignment ........................... Error! Bookmark not defined.
Table 6-1 Classification and quantity of permanent land occupation Unit: hm2 ................. Error!
Bookmark not defined.
Table 6-2 Classification and Quantity of temporary land occupation Unit: hm2 .................. Error!
Bookmark not defined.
Table 6-3 Regulations on Compensation of expropriated lands ..... Error! Bookmark not defined.
Table 6-4 Summary Table for Fell Trees along Hajia Railway ...... Error! Bookmark not defined.
Table 6-5 Computation Table for Biomass Loss of each CommunityError!
Bookmark
not
defined.
Table 6-6 Protected Animals in the Evaluation Area and Impact Analysis of the Project ...... Error!
Bookmark not defined.
Table 6-7 special roadbed construction point list ........................... Error! Bookmark not defined.
Table 6-8 Temporary embankment protective measures ................ Error! Bookmark not defined.
Table 6-9 Water pillar establishment situation of main river characteristics and cross river bridge
along the route........................................................................ Error! Bookmark not defined.
Table 6-10 The suspension quantity in bridge foundation construction processError! Bookmark
not defined.
Table 6-11 Concentration value-added of suspended substance and area of enveloping line during
construction period ................................................................. Error! Bookmark not defined.
Table 6-12 the biggest affected distance and concentration value-added of suspended substance
during construction period. .................................................... Error! Bookmark not defined.
Table 6-13 Construction quantity of temporary protective measures in bridge area.............. Error!
Bookmark not defined.
Table 6-14 Monkey rocky mountain tunnel ground construction work gradingError! Bookmark
not defined.
Table 6-15 Adjacent formation hierarchical list of monkey rocky mountain tunnel .............. Error!
Bookmark not defined.
Table 6-16 Tunnel spoils site.......................................................... Error! Bookmark not defined.
Table 6-17 Temporary protection measures for Tunnel Area ......... Error! Bookmark not defined.
Table 6-18 Amount of stone and earth work
Unit: 104m3 .... Error! Bookmark not defined.
190
Table 6-19General condition of the borrow pits ............................ Error! Bookmark not defined.
Table 6-20 General condition of disposal site for Harbin-Jimusi railway lineError! Bookmark
not defined.
Table 6-21 Reasonability analysis to disposal site ......................... Error! Bookmark not defined.
Table 6-22 Scheme for protection to gully type disposal site ........ Error! Bookmark not defined.
Table 6-23 Calculation to section size of retaining wall and its parameterError! Bookmark not
defined.
Table 6-24 typical cross section table ............................................ Error! Bookmark not defined.
Table 6-25 steep design parameter list ........................................... Error! Bookmark not defined.
Table 6-26 afforestation designing table ........................................ Error! Bookmark not defined.
Table 6-27 Afforestation technology table ..................................... Error! Bookmark not defined.
Table 6-28 soil conservation measures and construction quantity in the dregs(waste soil)
protection field ....................................................................... Error! Bookmark not defined.
Table 6-29 Bill of quantity for prevention measures in construction site and camp ............. Error!
Bookmark not defined.
Table 6-30 prevention measure project meter of construction detour areaError! Bookmark not
defined.
Table 6-31 Analytical table for influencing factors concerning soil erosionError! Bookmark not
defined.
Table 6-32 project various project areas soil erosion forecast time interval table.................. Error!
Bookmark not defined.
Table 6-33 modulus of soil erosion of landform disturbance Unit: t/km2.aError!
Bookmark
not defined.
Table 6-34forecast table for original landform soil erosion ........... Error! Bookmark not defined.
Table 6-35 quantity forecast table of soil erosion of landform disturbanceError! Bookmark not
defined.
Table 6-36 damage of facility of the soil conservation caused by constructionError! Bookmark
not defined.
Table 6-37 Master list of project quantity of ecological protection measuresError!
Bookmark
not defined.
Table 6-38 master list of project quantity of ecological protection measures
Unit: 10,000
Yuan ....................................................................................... Error! Bookmark not defined.
Table 7-1 Estimated Statistic Results ............................................. Error! Bookmark not defined.
Table 7-2 Estimated Statistic Results ............................................. Error! Bookmark not defined.
Table 7-3 Estimated Statistic Results ............................................. Error! Bookmark not defined.
Table 7-4 Shield-free Noise Equivalent Sound Level along the RouteError! Bookmark not
defined.
Table 7-5 Sound Environment Protection Distance
Unit: m .... Error! Bookmark not defined.
Table 7-6 Economy and Technology Comparison of Noise Pollution Treatment Measures .. Error!
Bookmark not defined.
Table 7-7 Current Noise Values at Xiehe Hospital, State Land Bureau, Highway Bureau and Hayi
Hospital .................................................................................. Error! Bookmark not defined.
Table 7-8 Estimated Value of Noise at Xiehe Hospital, State Land Bureau, Highway
Bureau ,Hayi Hospital during Operation Period .................... Error! Bookmark not defined.
Table 7-9 Noise Source Intensity of Major Construction Machinery & Transportation Vehicles
Unit: dBA ............................................................................... Error! Bookmark not defined.
Table 7-10 GB12523-90 Noise Limited Value at Construction AreaError!
Bookmark
not
defined.
Table
7-11
Typical
Construction
Mechinery
Contro
Distrance
Estimation
Unit：m ................................................................................. Error! Bookmark not defined.
Table 8-1 Passenger Train Vibration Intensity at 160km/h or belowError!
Bookmark
not
defined.
Table 8-2 Ordinary Goods Train Vibration Source Intensity ......... Error! Bookmark not defined.
191
Table 8-3 Motor Train Group Train Vibration Source Intensity..... Error! Bookmark not defined.
Table 8-4 Estimated Statistic Results ............................................ Error! Bookmark not defined.
Table 8-5 Railway Vibration Criteria Distance .............................. Error! Bookmark not defined.
Table 9-1 Mayi River Water Quality Survey Results in 2009 ......................................................... 2
Table 9-2 Mudan River Water Quality Survey Resuls .................................................................... 2
Table 9-3 Old Sewage Discharge Amount and Outlet..................................................................... 3
Table 9-4 Designing New Sewage Drain Quantity and Positionsat Each Station and Section ....... 4
Table 9-5 Medium and Small Stations Sewage Water Quality Survey in 2003 .............................. 6
Table 9-6 Bingxi Station Domestic WastewaterQuality Survey...................................................... 6
Table 9-7 Bingxian Station Domestic WastewaterWater Quality Survey mg/l ........................... 7
Table 9-8 After-treatment Domestic WastewaterQuality Estimation at Victory Station, Gaoleng
Station, Dalian River Station and Hongkeli Station Unit: mg/l .......................................... 7
Table 9-9 After-contact-oxidation treatment of Domestic WastewaterQuality Estimation at
Victory Station, Gaoleng Station, Dalian River Station and Hongkeli Station Unit: mg/l .. 8
Table 9-10 Fangzheng and Yilan Station Domestic WastewaterQuality Estimation Values ........... 9
Table 9-11 Jiamusi Station Ready Domestic WastewaterQuality Estimation Values .................... 10
Table 9-12 Jiamusi Station Domestic Wastewater Quality Estimation
unit: mg/l ............... 10
Table 9-13 Domestic Wastewater Quality Estimation at Jiamusi Motor Train Parking Yard
mg/l ....................................................................................................................................... 11
Table 9-14 Digestion Sewage Quality Estimation at Jiamusi Motor Train Parking Yard Unit：
mg/l ....................................................................................................................................... 11
Table 9-15 Discharge Amount and Water Quality Estimation after the Septic Tank Disposal at the
Jiamusi Station and Parking Yard Outlet............................................................................... 12
Table 9-16 Discharge Amount and Water Quality Estimation of the Septic Tank and Domestic
Wastewater Polluted Matters after the Anaerobic Disposal Tank Disposal........................... 12
Table 9-17 Domestic WastewaterQuality Data for the Medium and Small Stations in 2003........ 14
Table 9-18 Domestic Wastewater Polluted Matter Amount and Water Quality Estimation at
Eastern Jiamusi Station and Eastern Jiamusi dispatched train back-turning section ............ 14
Table 9-19 Job Feature Comparison at Comparing Point and Project Spot .................................. 14
Table 9-20 Original Water Quality fo Manufacturing Sewage at Zhengzhou North Locomotive
Section................................................................................................................................... 15
Table 9-21 Manufacturing Sewage Polluted Matter Amount and Water Quality Estimation at
Eastern Jiamusi Dispatched Locomotive Section ................................................................. 15
Table 9-22 Manufacturing Sewage Amount after Oil Insulation in the Oil Insulation Tank and
Water Quality Estimation at Eastern Jiamusi Dispatched Locomotive Section .................... 15
Table 9-23 After SBR Technology Treated Polluted Matter Amount and Water Quality Estimation
at Station and Locomotive Returning Section....................................................................... 16
Table 9-24 Sewage Disposal Technoloty at each Station .............................................................. 18
Table 9-25 Investment Estimation................................................................................................. 23
Table 9-26 Piers in the Main River along the Project ................................................................... 24
Table 9-27 Yilan County Water Source Well Coordination........................................................... 27
Table 10-1《Boiler Atmosphere Pollution Discharge Standard》Time Section Standard Value in
ClassⅡ Zone unit: mg/m3 ................................................................................................... 33
Table 10-2 The old Boiler Energy Consumption and Atmosphere Pollution Discharge ............... 34
Table 10-3 Designing New Coal Burning Boiler Atmosphere Pollution Discharge Standard
unit: t/a .................................................................................................................................. 35
Table 10-4 Main Ingredient of Coal for the Railway .................................................................... 36
Table 10-5 New 0.7MW Coal Burning Chimney Opening Discharge Thickness Estimation ....... 37
Table 10-6 New 1.4 MW Coal Burning Chimney Discharge Indensity Estimation..................... 38
Table 10-7 Boiler Chimney Mouth Discharge Indensity Estimation ............................................ 38
Table 10-8 Atmosphere Pollution Discharge Differece before and after the Project unit:t/a ...... 39
Table 10-9 Investment Estimation for the Atmosphere Pollution Protection and Treatment ........ 40
Table 11-1Public Lighting Derived Limited Value ....................................................................... 45
192
Table 11-2 Television Sensitive Points along the Project.............................................................. 47
Table 11-3 the Current Status of Signal-to-Noise Ratio along the Project .................................... 54
Table 11-4 Base Station and Its Main Technical Index for the Utilization of Antennas................ 61
Table 11-5 Radiation Field Strengh Calculated Values at Differenct Distances to the Base Station
............................................................................................................................................... 62
Table 11-6 Signal-to-noise Ratio Changes of the TV Receiving Surveyed Communities upon the
Completion of the Project ..................................................................................................... 63
Table 11-7 Compensation Methods Summary .............................................................................. 68
Table 12-1 Amount of Domestic Rubbish by Waiting Passengers at Stations (t/a) ....................... 77
Table 13-1 Table of Construction Measures in the Design ........................................................... 88
Table 13-2 ..................................................................................................................................... 90
Table 13-3 Composition of Respondents ...................................................................................... 92
Table 13-4 Table of Survey Result Statistics (to be continued) .................................................... 93
Table 13-5 Table of Survey Result Statistics (continued) ............................................................ 95
Table 13-6 Respondent Composition in Binjiang New Town ..................................................... 101
Table 13-7 Respondent Composition in Jiada Community ......................................................... 102
Table 13-8 Meetings Organized in Second Pubic Participation for Harbin-Jiamusi Railway..... 112
Table 14-1 Major economic indicators of cities along the line in 2008 ..................................... 118
Table 14-2 Classification and size of land permanently occupied by the project Unit: hm2 ..... 124
Table 14-3 State and Heilongjiang land compensation fee standard ......................................... 127
Table 14-4 State and Heilongjiang Province's relocation grants standard.................................. 128
Table 15-1 Environmental management schedule during construction period .......................... 137
Table 15-2 Environmental management plan during transport operation ................................... 138
Table 15-3 Environmental monitoring program for construction period and transport operation
period .................................................................................................................................. 141
Table 15-4 Training programme .................................................................................................. 148
Table 16-1 Environmental Protection Measures and Investment Summary ............................... 161
Table 16-2 Investment Estimation of Pollution Treatment Project (Ecological Not Included) ... 165
193
194