9 Water Environment Impact Assessment 9.1 General 9.1.1 Introduction 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 : Si Ci 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. E2646 V2 Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized
215
Embed
9 Water Environment Impact Assessment - World Bankdocuments.worldbank.org/curated/en/508031468029046383/... · 2016-07-13 · 9 Water Environment Impact Assessment 9.1 General 9.1.1
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
9 Water Environment Impact Assessment
9.1 General
9.1.1 Introduction
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 :
Si�CiCs
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.
E2646 V2
Pub
lic D
iscl
osur
e A
utho
rized
Pub
lic D
iscl
osur
e A
utho
rized
Pub
lic D
iscl
osur
e A
utho
rized
Pub
lic D
iscl
osur
e A
utho
rized
Pub
lic D
iscl
osur
e A
utho
rized
Pub
lic D
iscl
osur
e A
utho
rized
Pub
lic D
iscl
osur
e A
utho
rized
Pub
lic D
iscl
osur
e A
utho
rized
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 PH
Dissolved
Oxygen
Potassium Permanganate
Index
Biochemical Oxygen
Demand
Chemical
Oxygen
Demand
Ammonia
NitrogenVolatile 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 7.70 10.4 5.84 1.42 12.3 0.37 Not checked
Arithmetic mean7.7 9.5775 5.2 2.795 11.76750.2775 Not checked
Standard Clall � 6~9 5 6 4 20 1.0 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
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
New Sewage
Amount No.Station
Names
Staff
�people�Life Production
Treatment Drainage
Places Discharge Standards
1Bingxi
Station 63 10 / Septic Tank
Sewage
Disposal
Factory in
Bingxi
Development
Zone
Grade III of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
2Bingxian
Station 143 21 /
Septic tank,
non-
dynamic
organism
tank
Drained to
Bingzhou
River
Grade I of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
3Victory
Station 87 13 /
Septic tank,
non-
dynamic
organism
tank
Drained to
the ditches
nearby
Grade I of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
4 Fangzheng
Station
203 30 / Septic Tank
Drained to
the sewing
disposal
factory
Grade III of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
5Gaoleng
Station 47 7 /
Septic tank,
non-
dynamic
organism
tank
Drained to
the ditches
nearby
Grade I of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
6
Dalian
River
Station
63 10 /
Septic tank,
non-
dynamic
organism
tank
Drained to
the ditches
nearby
Grade I of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
7Yilan
Station 88 13 / Septic Tank
Drained to
the sewing
disposal
factory
Grade III of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
8Hongkeli
Station 40 6 /
Septic tank,
non-
dynamic
organism
tank
Drained to
the ditches
nearby
Grade I of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
9Jiamusi
Station 180 40 / Septic Tank
Drained to
the sewing
disposal
factory
Grade III of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
10
Jiamusi
Motor
Train
Parking
yard
85
91(of
which,
81 m3/d
for the
sewage)
/ Septic Tank
Drained to
the sewing
disposal
factory
Grade III of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
11
Eastern
Jiamusi
Station
200 40 /
Septic
Tank�SBR
treatment
equipment
Drained to
the ditches
nearby
Grade I of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
12
Eastern
Jiamusi
Dispatched
Motor
Train
Returning
Station
160 30 6
Manufacture
sewage: oil
insulaton,
settlement
Life
sewage:
drained to
the East
Jiamusi
Sewage
Disposal
Station for a
treatment
Drained to
the ditches
nearby
Grade I of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
� � 1359 311 6 / / /
9.3.2 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
Items pH CODcr SS BOD5
Ammonia
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
Items PH COD BOD5 SS Ammonia
Nitrogen
Sewage Water Quality 7.4 202.8 75.3 78 13
Grade III of GB8978-1996 Comprehensive
Sewage Dischage Standards6~9 500 400 400 /
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�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
Items PH COD BOD5 SS Ammonia
Nitrogen
Sewage quality 7.4 202.8 75.3 78 13
Grade III of GB8978-
1996 Comprehensive Sewage Dischage
Standards
6~9 500 400 400 /
Standard Index Si / 0.41 0.19 0.20 /
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
Items pH CODcr BOD5 SS Ammonia
Nitrogen
Sewage source quality 7.4 202.8 75.3 78 13
Sewage quality treated in non-
dynamic organism tank 7.4 71.0 26.4 35.1 6.75
Grade I of GB8978-
1996 Comprehensive Sewage
Dischage Standards
6~9 100 20 70 15
Standard Index Si / 0.71 1.32 0.50 0.45
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 8-3-6 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
Items pH CODcr SS BOD5Ammonia
Nitrogen
Sewage estimated value with the contact-
oxidation treatment 7.4 40.56 7.8 11.3 3.9
Grade III of GB8978-
1996 Comprehensive Sewage Dischage
Standards
6~9 100 20 70 15
Standard Index Si / 0.41 0.39 0.16 0.26
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
Items PH COD BOD5 SS Ammonia
Nitrogen
Sewage Water Quality 7.4 202.8 75.3 78 13
Grade III of GB8978-
1996 Comprehensive Sewage Dischage
Standards
6~9 500 400 400 /
Standard Index Si / 0.41 0.19 0.20 /
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
�Jiamusi 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
Polluted Subtances�c:mg/l,w:kg/d�
Discharge Units
Sewage
Amount
m3/d
itemsPH SS CODcr BOD5
Ammonia
Nitrogen
Sewage polluted matter w / 10.2 29.01 11.43 1.70
Sewage quality
150
C 7~9 68 193.4 76.2 11.3
Note: C: polluted matter indensity;
W: polluted matter weight
�The 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 unit: mg/l
Polluted Subtances�c:mg/l,w:kg/d�
Discharge Units
Sewage
Amount
m3/d
itemsPH SS CODcr BOD5
Ammonia
Nitrogen
Sewage polluted matter w / 3.12 8.11 3.01 0.52
Estimated sewage quality
40
C 7~9 78 202.8 75.3 13
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�81m3/d�.
The life and human excrement sewage of this project was designed to be drained to the
sewage disposal factory.
�Manufacturing 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
Polluted Subtances�c:mg/l,w:kg/d�
Discharge Units
Sewage
Amount
m3/d
itemsPH SS CODcr BOD5
Ammonia
Nitrogen
Manufacturing and office
Domestic
Wastewaterpolluted matter
w / 0.78 2.03 7.5 0.13
Estimated sewage quality
10
C 7.4 78 202.8 75.3 13
Note: C: polluted matter indensity;
W: polluted matter weight
�Closed 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
Polluted Subtances�c:mg/l,w:kg/d�Discharge Units
Sewage
Amount
m3/d
itemsPH SS CODcr BOD5
Digestion sewag polluted matters in
the closed compartment w / 40.5 162 81
Digestion sewage(water quality at
sewage discharge exit7~9 1200 5000 2500
Digestion sewage water quality in
the septic tank after pre-disposal
81
C
7~9 500 2000 1000
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
Polluted Subtances��c:mg/l,w:kg/d�
Discharge Units
Sewage
Amount
m3/d
itemsPH SS CODcr BOD5
Ammonia
Nitrogen
Sewage polluted matters at
Jiamsi Station and Jiamusi
Motor Train Parking Yard
outlet
w / 56.1 202.55 102.8 2.6
Water quality of sewage
polluted matters after
septic tank disposal at
outlet
281
C 7~9 199.64 720.82 365.84 9.25
Grade III of GB8978-1996 Comprehensive
Sewage Dischage Standards6�9 400 500 400 /
Standard Index Si / 0.50 1.44 0.91 /
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 mixingdigestion 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
Polluted Subtances�c:mg/l,w:kg/d�Discharge Units
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
Grade III of GB8978-
1996 Comprehensive Sewage Dischage
Standards
6�9 400 500 400
Standard Index Si / 0.51 0.9 0.79
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
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
Nitrigen: 75%. The technique flow chart is as follow:
Disinfection
Ta
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
Polluted Subtances�c:mg/l,w:kg/d�
Pollution source
Sewage
Amount
m3/d
items pH CODcr SS petroleumBOD5
Ammonia
Nitrogen
C / 189.47 73.29 0.26 69.34 11.97 All Sewage at the
station 76
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
Grade I of GB8978-1996Comprehensive
Sewage Dischage Standards6~9 100 70 5 20 15
Equivalent pollution index Si / 0.38 0.73 0.11 0.52 0.0002
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.
Comprehensive sewage
sewing adjusting well
SBR sewage disposal equipmen
Discharge
Mud dehydrating site
Take out
III The Summary of Treatment Techniqueat each Station
The sewage treatment techniquesat 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) This Design Assessment and Suggestions
Old Line New line
No.Station
Names
life manufacture life manufacture
Disposal
Technology Discharge
Direction
Disposal
Technology
including the
old improved by
thenew
Discharge
Direction
Standards
1Bingxi
Station/ / 10 /
Septic
Tank
Sewage
Disposal
Factory in
Bingxi
Development
Zone
As designed As designed
Grade III of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
2Bingxian
Station/ / 21 /
Septic tank,
non-
dynamic
organism
tank
Drained to
Bingzhou
River
Septic Tank
Sewage Disposal
Factory�planned
to completeby
theend of
2010�
Grade I of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
3Victory
Station/ / 13 /
Septic tank,
non-
dynamic
organism
tank
Drained to the
ditchesnearby
Septic Tank,
contact
oxidation
sewage
disposal
As designed
Grade I of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
4Fangzheng
Station/ / 30 /
Septic
Tank
Drained to the
sewing
disposal
factory
As designed As designed
Grade III of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
5Gaoleng
Station/ / 7 /
Septic tank,
non-
dynamic
organism
tank
Drained to the
ditchesnearby
Septic Tank,
contact
oxidation
sewage
disposal
As designed
Grade I of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
6
Dalian
River
Station
/ / 10 /
Septic tank,
non-
dynamic
organism
tank
Drained to the
ditchesnearby
Septic Tank,
contact
oxidation
sewage
disposal
As designed
Grade I of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
7Yilan
Station/ / 13 /
Septic
Tank
Drained to the
sewing
disposal
factory
As designed As designed
Grade III of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
8Hongkeli
Station/ / 6 /
Septic tank,
non-
dynamic
organism
tank
Drained to the
ditchesnearby
Septic Tank,
contact
oxidation
sewage
disposal
As designed
Grade I of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
(Continued) Sewage Disposal Technoloty at each Station
Sewage Amount(m3/d) This Design Assessment and Suggestions
Old Line New line
No. Station Names
lifemanufactu
relife
manufactu
re
Disposal
Technology Discharge
Direction
Disposal
Technology
including the
old improved by
thenew
Discharge
Direction
Standards
9Jiamusi
Station150 / 40 / Septic Tank
Drained to the
sewing
disposal
factory
As designed As designed
Grade III of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
10
Jiamusi Motor
Train Parking
yard
/ /
91(o
f
whi
ch,
81
m3/
d
for
the
sew
age)
/ Septic Tank
Drained to the
sewing
disposal
factory
Septic Tank,
anaerobic
organism filter
tank disposal
technology
As designed
Grade III of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
11
Eastern
Jiamusi
Station
2 / 40 /
Septic
Tank�SBR
treatment
equipment
Drained to the
ditchesnearbyAs designed Ditchesnearby
Grade I of GB8978-
1996�Comprehensive
Sewage Dischage
Standards�
12
Eastern
Jiamusi
Dispatched
Motor Train
Returning
Station
/ / 30 6
Manufacture
sewage: oil
insulaton,
settlement
Life
sewage:
drained to
theEast
Jiamusi
Sewage
Disposal
Station for a
treatment
Drained to the
ditchesnearbyAs designed Ditchesnearby
Grade I of GB8978-
1996�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 8-3-22 below:
Table 9-25 Investment Estimation
Design Assessment
No. Station Names Disposal Technology
Investment
10k
RMB
Disposal Technology
Added
investment
10k
RMB
Total
Investment
10k
RMB
1 Bingxi Station Septic Tank 1 Septic Tank 0 1
2Bingxian
Station
Septic tank, non-
dynamic organism
tank
23.5 Septic Tank -21 2.5
3 Victory Station
Septic tank, non-
dynamic organism
tank
14.5
Septic Tank,
contact oxidation
sewage disposal
+6 20.5
4Fangzheng
Station Septic Tank 3 Septic Tank 0 3
5Gaoleng
Station
Septic tank, non-
dynamic organism
tank
7.8
Septic Tank,
contact oxidation
sewage disposal
+5 13.8
6Dalian River
Station
Septic tank, non-
dynamic 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
8Hongkeli
Station
Septic tank, non-
dynamic organism
tank
7
Septic Tank,
contact oxidation
sewage disposal
+8 15
9 Jiamusi Station
Septic tank, non-
dynamic organism
tank
4 Septic Tank +20 24
10
Jiamusi Motor
Train Parking
yard
Septic Tank 9
Septic Tank,
anaerobic
organism filter
tank disposal
technology
+12 21
11Eastern
Jiamusi Station
Septic Tank�SBR
treatment
equipment
24
Septic Tank�SBR
treatment
equipment
0 24
12
Eastern
Jiamusi
Dispatched
Motor Train
Returning
Station
Manufacture
sewage: oil
insulaton,
settlement
Life sewage:
drained to the East
Jiamusi Sewage
Disposal Station
for a treatment
26
Manufacture
sewage: oil
insulaton,
settlement
Life sewage:
drained to the East
Jiamusi Sewage
Disposal Station
for a treatment
0 26
Total 131.1 / +39.2 167.3
9.4 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
Amount by
Hundred
Years(m3/s)
Piers at
normal
water
level
Water
function
Division
Basic type
1 CK7+699.99 Ha’erbing super
large Bridge 2037.0 40 �
Bored hole
pile
foundation
2 CK35+919.27 FeiKetu River
super large Bridge1400.19 2 �
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 �
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 �Bored hole
pile
foundation
8 CK253+845.88 Yilanwoken River
super large Bridge3660 4 �
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�200people 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
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 part-time 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 sub-grade 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 pre-condition 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
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
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)
Electric Field
Strengh
(V/m)
Magnetic Field
Strengh (A/m)
Power Indensity
(W/m2)
0.1�3 40 0.1 40
3�30 67/ f 0.17/ f 12/f
30�3000 12 0.032 0.4
3000�15000 0.22 f 0.001 f f/7500
15000�300000 27 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 W/cm2�. If the total radiation could be no more
than 40 W/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. 8 W/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
Point
Names of
the
Sensitive
Points
Chainage
of the
Sensitive
Points
Position
Distance
to the
Railway
�m�
Scale within the
assessment�households�
Internet
Percentage
���
1
Hayi
Hospital
Staff
Building
BJK1+200 Right 25 210 100
2Ha’erbing
Medical
University
BJK1+340 Right 41 0 100
Student
Building
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
8Dafangli
CommunityBJK1+810 Right 57 605 100
9Dafangli
Community1BJK2+550 Right 56 610 100
10Dafangli
Bungalow BJK3+000 Right 15 90 50
11Dafangli
Bungalow BJK3+400 Right 59 116 100
12 Bingjiang
N T
BJK2+700 Left 35 280 100
New Town
13Lihua
CommunityBJK3+700 Right 30 304 100
14Shanghe
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
17Nanzhi
Community ModifiedJNK+700 Left 66 60 50
18
Water Source
Community
Bungalow
ModifiedJNK1+400Right 43 82 50
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
Bungalow1
CK+800 Right 53 16 50
22 Water Source
Community CK1+570 Left 7 201 50
Bungalow1
23
Water Source
Community
Bungalow2
CK1+570 Right 8 172 50
24 1 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
27Yan Family
Village CK14+530 Right 60 7 20
28 Shangbali CK21+250 Left 60 10 20
29Feng Family
Valley CK22+600 Right 20 9 20
30Lu Family
Valley CK24+050 Left 41 10 20
31Zhangfang
Village CK31+400 Left 76 6 20
32 2
Phoenix
Mountain
Village
CK37+950 Left 20 38 20
33Nanjiaguang
Village CK42+950 Right 64 11 20
34 Sanjiedi CK48+350 Right 45 13 20
35Wangchaozhu
Village CK50+300 Right 37 5 20
36 Hougaoligouzi CK52+000 Left 50 8 20
37Xin Family
Village CK59+000 Left 30 16 20
38Xinglong
Village CK61+300 Left 60 6 20
39 3Bing County
Village CK62+800 Left 10 26 30
40Bing County
Village1 CK62+800 Right 30 11 30
41Zhangwenbao
Village CK71+800 Right 30 13 20
42Gao Family
Village CK82+400 Right 62 8 20
43Cui Family
Village CK95+500 Left 54 17 20
44 4Cheng Family
Village CK107+950 Left 10 16 20
45Cheng Family
Village1 CK107+950 Right 16 33 20
46Wanchun
Village Team 6CK108+500 Left 72 5 20
47 Youli Village CK114+900 Left 30 8 20
48 5Cai 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
52Xinglong
Village CK202+300 Left 20 29 20
53Xinglong
Village1 CK202+300 Right 18 21 20
54 4 Miles CK206+700 Right 20 16 20
55Chenguang
Team No.9 1 CK249+100 Right 72 1 20
56 6Chenguang
Village CK249+950 Left 18 17 20
57 Wuyan Village CK277+600 Right 52 9 20
58 Yangjiadian CK287+150 Right 80 15 20
59 7 Xinghua CK308+500 Left 50 15 20
60 Kaoshan CK327+200 Right 30 15 40
61Wanxing
Village CK332+000 Left 16 5 50
62Wanxing
Village1 CK332+000 Right 18 11 50
63 8Wanxing
Village2 CK333+000 Left 20 34 50
64Wanxing
Village3 CK333+850 Right 22 44 50
65 Changlongshijia CK335+200 Right 30 190 100
66 Shishun Home CK335+350 Left 30 168 100
67Red Flag
Community CK335+900 Left 30 198 100
68
Glass Factory
Family
Building
CK336+150 Right 10 64 100
69
Jiamusi
University
Community
CK336+680 Left 10 212 100
70Jialian
Community CK337+150 Left 20 286 100
71
Zhongshan
Street
Bungalow
CK337+780 Left 20 38 60
72Glass Factory
Bungalow GSJCK377+360 Right 30 2 60
73 Shishui Garden GSJCK377+360 Left 30 300 100
74Jialian
Community GSJCK378+200 Right 10 138 100
75
John Dior
Residential
Area
GSJCK378+570 Right 20 44 100
76Qiaolong
Bungalow GSJCK379+000 Right 14 42 60
77Three 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
No. Survey Points Frequency
�MHz�
Signal Field
Strength
(dB v/m)
Background
Field Strength
(dB v/m)
Signal-to-Noise
Ratio�dB�
49.75 70� 13 57�1 Beigang Village
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�
216.25 59� 20 39�
2
Phoenix
Mountain
Village
527.25 56 22 34
65.75 81� 11 70�
200.25 81� 19 62�
216.25 50 20 30
3Bing County
Village
551.25 82� 22 60�
Continued Table10-2-1 the Current Status of Signal-to-Noise Ratio along the Project
No. Survey
Points
Frequency
�MHz�
Signal Field
Strength
(dB v/m)
Background
Field Strength
(dB v/m)
Signal-to-
Noise
Ratio�dB�
200.25 39 20 19
551.25 54 22 32
607.25 57 26 31
4
Cheng
Family
Village
719.25 49 27 22
65.75 81� 9 72�
216.25 85� 19 66�
559.26 81� 22 59�5
Cai Family
Village
647.25 87� 26 61�
176.25 89� 19 70�
208.25 93� 20 73�6Chenguang
Village
703.25 81� 26 55�
77.25 45 9 36�
200.25 42 20 22
216.25 42 20 22
503.25 57 22 35�
7 Xinghua
551.25 58 22 36�
57.75 42 11 31
168.25 74� 20 54�
479.25 57 22 35�8
Wanxing
Village
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 57dBV/m�U
section 67dB V/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.
�
��
��
��
��
��
��
��
�� ��� ����
dB
v/m
(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:
fb
735.128.4 +=
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:
2lg
1lg0
−⋅−= xx
DbEE
Ex�field strengh value to be calculated�dB v/m �
E0�the radio noise field strength value at 10m to the electrified railway ( dB v/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.
�
�
�
�
�
�
�
� �� �� �� �� �� �� �� ��
���P ���P ���P ���P
���N9
�P*�
20m 40m
Figure 11-3 Traction substation power frequency electromagnetic field survey results
Shown by the figure, the power frequency electromagnetic field was a little above
0.2 T at the substation wall; no more than 0.1 T 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.
���N9
��
���
����
�����
� �� �� �� �� �� �� �� ��
�P�
�Y�P�
���P ���P
40m20m60m
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
frequency�
Maxium 60 W
Base station antenna
height 40m�35m
Base station antenna
parameter
Increased 17dBi�horizontal wave band width is about
65°�perpendicular wave band width is about 9.5°�
Down angle of inclination is 7°�
If equipped with multi-
loading wave, the
antenna inputting
power
Before the input of antenna, having base station combinator
loss, wire 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:
rp GP
d 24 ⋅⋅
⋅= π (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 ( W/cm2) Semi-power angle ( W/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 8 W/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.
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. Survey
Points
Frequency
�MHz�
Signal Field
Strength
(dB v/m)
Background
Field
Strength
(dB v/m)
Signal-to-
noise Ratio
before
project�dB�
Signal-to-
noise Ratio
before
project�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�
1 Beigang
Village
479.25 77� 22 55� 49�
Area
overstandar
Base station
pylon
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. Survey
Points
Frequency
�MHz�
Signal Field
Strength
(dB v/m)
Background
Field
Strength
(dB v/m)
Signal-to-
noise Ratio
before
project�dB�
Signal-to-
noise Ratio
before
project�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
2
Phoenix
Mountain
Village
527.25 56 22 34 28
65.75 81� 11 70� 47�
200.25 81� 19 62� 51�
216.25 50 20 30 20
3
Bing
County
Village
551.25 82� 22 60� 54�
200.25 39 20 19 9
551.25 54 22 32 26
607.25 57 26 31 26
4
Cheng
Family
Village
719.25 49 27 22 18
65.75 81� 9 72� 47�
216.25 85� 19 66� 55�
559.26 81� 22 59� 53�
5 Cai Family
Village
647.25 87� 26 61� 56�
176.25 89� 19 70� 59�
208.25 93� 20 73� 63� 6 Chenguang
Village
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
7 Xinghua
551.25 58 22 36� 30
57.75 42 11 31 7
168.25 74� 20 54� 43�
479.25 57 22 35� 29
8 Wanxing
Village
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 0.2 T at the substation wall; no more than 0.1 T 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/T24-1998, 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/T24-1998. 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 8 W/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
Sensative
Points
Chainage
Distance
to
Railway
�m�
Estimated Households
Affected�Household�
Compensation
Amount
�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
Sensative
Points
Chainage
Distance
to
Railway
�m�
Estimated Households
Affected�Household�
Compensation
Amount
�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
Community JNK+700
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
24 1 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
32 2
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
39 3 Bing County
Village CK62+800 10 18 9000
40 Bing County
Village1 CK62+800 30 8 4000
Continued Table - Compensation Methods Summary
No. Point
No.
Names of
Sensative
Points
Sensative Points
Chainage
Distance
to
Railway
�m�
Estimated Households
Affected�Household�
Compensation
Amount
�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
44 4
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
48 5 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
56 6 Chenguang
Village CK249+950 18 14 7000
57 Wuyan
Village CK277+600 52 7 3500
58 Yangjiadian CK287+150 80 12 6000
59 7 Xinghua CK308+500 50 12 6000
60 Kaoshan CK327+200 30 9 4500
61 Wanxing
Village CK332+000 16 5 2500
62 Wanxing
Village1 CK332+000 18 6 3000
63 8 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
72 Glass Factory
Bungalow GSJCK377+360 30 2 1000
73 Shishui
Garden GSJCK377+360 30 0 0
74 Jialian
Community GSJCK378+200 10 0 0
Continued Table- Compensation Methods Summary
No. Point
No.
Names of
Sensative
Points
Sensative Points
Chainage
Distance
to
Railway
�m�
Estimated Households
Affected�Household�
Compensation
Amount
�RMB��
75
John Dior
Residential
Area
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 TJK577+460 8 80 40000
Bungalow
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 8 W/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 57dB V/m�U section 67dB V/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/T24-1998. 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 8 W/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 8 W/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)
Passenger flow Waiting rubbish amount
(0’000 persons) �t/a� Section
2020� 2030� 2020� 2030�
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
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
Acoustic
environment
1. Reasonable utilization of existing traffic corridors.
2. One-time laid interval continuous welded track for newly constructed sections.
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.
Environment Element
Construction Measures
2. Central soil quarrying from long distance.
3. Intensify greening work incl. grass and trees plantation along the railway and
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.
Environment
vibration
1. The newly constructed railway section shall be one-time laid
interval continuous welded track.
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
Male Female Nationality 18 35 35 50 Above 50
Name Sex
Marital
status
Age
Primary
school
Middle
school College Official Worker Farmer Teacher Student Soldier Others
Education
degree
Vocation
Name of village
1. Your understanding of the railway
project: a. Understand b. Know c. Not know
2. Your satisfaction degree of the
present local transportation: a. Very satisfied b. Satisfied c. Not satisfied
3. Impact of the project on local
transportation: a. Favorable b. Unfavorable c. Not know
4. Do you think environment important: a. Important b. Unimportant c. Not know
5. Major environment issues in your
residential area: a. Noise b. Vibration c. Dust d. Water pollution e. Other
6. Degree of impact of railway on local
environment: a. Major b. Minor c. Not know
7. Main environment issues caused by
the railway:
a. Water pollution b. Vibration c. Noise d. Ecological damage
e. Electromagnetic pollution
8. Which measure shall be taken to
relieve railway noise:
a. Greening b. Acoustic barrier c. Relocation
d. Double window e. Other
9. Which measure shall be taken to
relieve railway vibration: a. Relocation b. Track measures c. Other
10. Impact of railway construction on
local economic development: a. Favorable b. Unfavorable c. Not know
11. Impact of railway construction on
your income: a. Favorable b. Unfavorable c. Not know
12. Opinion if land is expropriated:
a. Follow government arrangement b. Request some compensation
to improve living quality c. Do not agree unless demand is
satisfied d. Other
13. Opinion on settlement if being
relocated:
a. Nearby relocation b. Relocated to other places c. Money
compensation d. Other
14. Environment impact during
construction you consider: a. Great b. General c. Minor d. Not know
15. Your general opinion on the project
construction: a. Support 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
Male Female 1 Sex
66% 34%
18�35 35�50 >50 2
Age
(years) 16% 48% 36%
Primary school Middle school College 3
Education
degree 28% 58% 14%
Official Worker Teacher Farmer Student Other 4 Vocation
7% 41% 2% 28% 1% 21%
���
���
���
�� ��
�� ��
!��
Respondent proportion by age
���
���
���
��
���
��
���
��
���
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
Respondent proportion by
���
���
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
36 242 47
Your understanding of
this railway project
11.08% 74.46% 14.46%
Very satisfied Satisfied
Not
satisfied
84 145 96
Your satisfaction
degree of present
transportation
25.85% 44.62% 29.54%
Favorable Unfavorable
Not know
Impact of the project
on local transportation
192 60 73
59.08% 18.46% 22.46%
Important Unimportant Not know
229 59 37
Do you think
environment issue
important
70.46% 18.15% 11.38%
Noise Vibration Dust Water
pollution Other
167 98 80 27 23
Key environment issue
in your living area
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 Minor
Not know
106 166 53
Degree of impact of
railway on local
environment
32.62% 51.08% 16.31%
Water
pollution Vibration Noise
Ecological
damage
EM
pollution
24 135 170 33 18
Main environment
issues caused by the
railway
7.38% 41.54% 52.31% 10.15% 5.54%
Greening Acoustic
barrier Relocation
Double
window Other
65 125 151 30 4
Which measure shall
be taken to relieve
railway noise
20.00% 38.46% 46.46% 9.23% 1.23%
Relocation Track
measures Other
182 100 50
Which measure shall
be taken to relieve
railway vibration
56.00% 30.77% 15.38%
Favorable Unfavorable Not know
216 52 57
Impact of railway
construction of local
economy development
66.46% 16.00% 17.54%
Impact of railway
construction on your
Favorable Unfavorable Not know
141 67 117 construction on your
income
43.38% 20.62% 36.00%
Follow
government
arrangement
Request some
compensation
to improve
living
Do not agree
until demand
is met
Other
122 106 109
Opinion if your land is
expropriated
37.54% 32.62% 33.54%
Nearby
relocation
Relocated in
other places
Money
compensation Other
160 98 74 9
Opinion on settlement
if being relocated
49.23% 30.15% 22.77% 2.77%
Great General Minor Not know
151 93 51 30
Environment impact
during construction
you consider
46.46% 28.62% 15.69% 9.23%
Support Reject Not care
281 4 40 Your general opinion
on the project
86.46% 1.23% 12.31%
D
���
E
���
F
���
D�
E�
F�
D��������
E������
���
F�����
���
D�
E�
F�
Degree of understanding Satisfaction of local current
the project transportation
D���E
���
F���
D�
E�
F�
D���
E���
F
���
D�
E�
F�
Impact of the project on local Do you think environment
transportation important
D���
E���
F���
G��
H��
D�
E�
F�
G�
H�
D���
E���
F���
D�
E�
F�
Key environment issue in your Degree of impact of railway
living area on local environment
D��
E���
F���
G��
H��
D�
E�
F�
G�
H�
D���
E���
F���
G��
H
��
D�
E�
F�
G�
H�
Key environment issues caused Which measure shall be taken
by the railway to relieve railway noise
D
���E
���
F
���
D�
E�
F�
D���
E���
F���
D�
E�
F�
Which measure shall be taken Impact on local economic
to relieve railway vibration development
D
���
E
���
F
��� D�
E�
F�
D���
E���
F���
G�� D�
E�
F�
G�
Impact of railway construction on your income Opinion if your land is taken
D���
E���
F���
G��
D�
E�
F�
G�
D���
E���
F���
G��
D�
E�
F�
G�
Opinion on settlement if Impact on local
environment
being relocated during construction
D
���
E
��
F
���
D�
E�
F�
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
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
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 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.
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 formed-coal 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 formed-coal 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
Qty. Investment
M10 mortar
rubble masonry m3 246626 5928.89 Subgrade
slope
protection Geogrid m3 5028924 10213.74
Chasm
slope
protection
C2 5concrete m3 559165 15839.47
Subgrade
Area
Slurry built
stone gutter Masonry m3 184970 5239.65
Measures
for the
Project
Station Gutter mortar rubble
masonry m3 53300 1509.83
Masonry m3 21435.63 488.73
Slag wall Foundation
excavation m3 9809.85 6.02
Masonry m3 32229.77 747.34
Foundation
excavation m3 31402.78 27.51
Drainage
channel &
energy
dissipation
measures Sand Cushion m3 62780.56 519.38
Masonry m3 4923.45 114.17
Foundation
excavation m3 9910.85 8.68
Drainage
ditch
Sand Cushion m3 2173.99 17.99
Site grading hm2 217.77 236.98
Spoiled
(slag)
Ground
Field
leveling Land preparation hm2 71.18 35.13
Soil excavation m3 72214.5 63.26
M7.5 Masonry m3 35408.4 821.05 Drainage
ditch
Sand Cushion m3 15840.6 131.05
Site grading hm2 85.39 92.92
Makeshift
Road for
Construction
Land reclaimed hm2 54.66 26.98
Site grading hm2 231.62 252.05
Construction
living
quarters Land preparation and apply
farmyard manure hm2 139.27 68.74
Plants
measures
Roadbed Planting on
both sides
shrub plant 42295750 4652.53
both sides
arbor plant 82340 287.45
Station and
yard Planting hm2 11.83 591.5
Bridge planting grass
broadcast sowing m2 64.04 19.91
measures
Bridges and
culverts
Boston ivy plant 91840 14.97
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
area hm2 102.61 4.2
Mixed grass seeds
WT.kg 6156.6 27.7
Spoil
ground
Yong forest tending hm2 102.61 13.84
Grass broadcast sowing hm2 30.73 9.64 Construction
road area Grass protection m2 559080 436.64
Shrub Thousands
of plants 554.1 521.96
Plants
measures
Construction
living
quarter Grass growing hm2 92.35 28.98
Water-
retaining 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
Woven
bags filled
with soils
as
retaining
wall
m3 28274.86 353.41
Roadbed
area
Temporary
soil heap
protection
Covered
by
protection
mesh
m2 192423 57.73
Woven bags filled with
soils as retaining wall m3 2118.69 26.48
Stations and
yards Covered by protection
mesh m2 116475 34.94
Temporary
measures
Tunnels
Guard bar
protection wire
netting
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
Slurry pond Qty. piece 13 0.45
Bridges and
culverts
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
Construction
living
quarters
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
Spoil
ground
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. Investment
Project Project Contents Unit Qty. Investment
Sound proof
window m2 117905
Noise barrier M. 32110 Noise Control
Removing Family 555
27018.7
Vibration
Control Housebreaking Family 438
Combined with noise
control measures
Sewage Treatment 167.30
Air pollution
control Coal-fired boiler Set 15 380.00
Electromagnetic
protection
Compensation
fund reserved Family 1438 71.90
Environmental
monitoring
Noise, vibration,
sewage, air, water
source
Item 5 60.00
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 57.765.1dBA and 54.3 66.2dBA respectively, increasing -4.42.5dBA
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 � residential
quarter are respectively 5659.5dBA 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 � residential quarter stipulated in
GB3096-2008.
The recent day and night noise equivalent sound level at the measured points in Class � residential
quarter are respectively 53.757.6dBA 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 Class� residential quarter stipulated in GB3096-2008. 33 measuring points
measured in the nighttime exceed 0.34.5BA based on the nighttime standard of 50dBA for Class �
residential quarter stipulated in GB3096-2008.
The recent day and night noise equivalent sound levels at the measured points in the Class �
residential quarter are respectively 53.561.4dBA 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 � residential quarter, while 3 measuring points
measured in the nighttime are over 0.27.1BA based on the nighttime standards of 55dBA for
Class � residential quarter stipulated in GB3096-2008.
(3)Schools, Hospitals and other Special sensitive sites
The daytime noise equivalent sound level is 54.859.4 dBA, increasing -4.42.7dBA than the status
quo; while which in the nighttime is 50.456.1dBA, 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 5969.4dBA and 55.8 69.5dBA each, increasing-2.55.9dBA -
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 � residential
quarter are respectively 5568.2dBA and 52.9 68.4dBA, respectively increasing -3.52.2dBA 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 � residential quarter stipulated in
GB3096-2008.
The recent day and night noise equivalent sound levels at the measured points in Class � residential
quarter are respectively 54.659.5dBA and 50.8 58.9dBA, respectively increasing -2.41.3dBA
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 � residential quarter, and 12 measuring
points measured in the nighttime exceed 5.813.9BA over nighttime standard of 45dBA for Class �
residential quarter stipulated in GB3096-2008.
The recent day and night noise equivalent sound levels at the measured points in the Class �
residential quarter are respectively 56.162.8dBA 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 � residential quarter stipulated in GB3096-2008, but 11 measuring
points in the nighttime are over0.37.7BA based on the nighttime standards of 55dBA for Class �
residential quarter stipulated in GB3096-2008.
(3)Schools, Hospitals and Other Special sensitive sites
The daytime noise equivalent sound level is 55.860.0dBA,increasing -2.2 -0.1dBA over the
current value; while which in the nighttime is 53.159.4dBA, increasing -1.40.6dBA over the
current value. thereby the daytime and nighttime noise can meet the appropriate standards, but 2
measuring points measured in the nighttime are 3.19.4dBA 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 62.369.2dBA and 57.1 63.7dBA, increasing 6.418.1dBA 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 � residential
quarter are respectively 59.667.8dBA and 56.3 62.3dBA, respectively increasing 5.316.3dBA
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 � residential quarter
stipulated in GB3096-2008.
The recent day and night noise equivalent sound levels at the measured points in Class � residential
quarter are respectively 57.161.2dBA and 53.1 57.9dBA, respectively increasing 4.06.3dBA
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 � residential quarter stipulated in
GB3096-2008, while 3 measuring points measured in the nighttime are 8.112.9BA more than
nighttime standard of 45dBA for Class � residential quarter stipulated in GB3096-2008.
The recent day and night noise equivalent sound levels at the measured points in Class � residential
quarter are respectively 56.566.1dBA and 51.0 60.6dBA, respectively increasing 1.615dBA 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 Class� residential quarter stipulated in
GB3096-2008, while 121 measuring points measured in the nighttime are 1.010.6BA more than the
nighttime standard of 50dBA for Class� residential quarter stipulated in GB3096-2008.
The recent day and night noise equivalent sound levels at the measured points in the Class � residential
quarter are respectively 58.765.5dBA and 54.1 60.2dBA, respectively increasing3.414.1dBA
and 4.4 15.4dBA, of which 1 measuring point is 0.5dBA over the daytime standard of 65dBA for
Class � residential 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 � residential quarter
stipulated in GB3096-2008.
(3)Schools, Hospitals and Other Special sensitive sites
The daytime noise equivalent sound level is 57.167.5dBA, 5.1 13.7dBA more than the current
value, while which in the nighttime is 51.362.1dBA, 5.1 13dBA more than the current value. 5
measuring points measured in the daytime are 1.07.5 dBA more than the appropriate standards, and
7 measuring points measured in the nighttime are 1.312.1dBA 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 73.1dB84.1dB in the daytime, and
74.3 dB 84.3dB in the nighttime. 12 measuring points exceed 80dB in the daytime, up 0.44.4
dB. The value in the scope in 30m and out of 30m is 57.078.6dB 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 49.057.0dB 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 �standard 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 second-
class 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 state� protected 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 newly-
added 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
Class� 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 73.1dB84.1dB 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 0.44.4 dB. The
value in the scope within 30m and out of 30m is 57.078.6dB in the daytime, and 57.378.9dB
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 49.057.0dB in the daytime and 43.152.0dB 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 52.9-
77.2dB 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 (GB8978-
1996) 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 8 W/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 Harbin-
Dalian 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.
204
Table of Contents
1. INTRODUCTION ...........................................ERROR! BOOKMARK NOT DEFINED.
1.1. Project Background ......................................Error! Bookmark not defined. 1.2. Environmental Asessment (EA) Preparation.Error! Bookmark not defined.
2. LEGAL AND REGULATORY FRAMEWOK ........ERROR! BOOKMARK NOT DEFINED.
2.1 Environmental Assessment Purpose and Principles.....Error! Bookmark not defined. 2.2 National Laws and Regulations ....................Error! Bookmark not defined. 2.3 World Bank Safeguard Polices .....................Error! Bookmark not defined. 2.4 Assessment Scope and Applicable StandardsError! Bookmark not defined. ����� $VVHVVPHQW�6FRSH�DQG�*UDGH .....................(UURU��%RRNPDUN�QRW�GHILQHG� ����� $VVHVVPHQW�6WDQGDUGV.................................(UURU��%RRNPDUN�QRW�GHILQHG�
3. PROJECT DESCRIPTION AND ENGINEERING ANALYSIS ...ERROR! BOOKMARK NOT DEFINED.
4 ALTERNATIVE ANALYSIS ..............................ERROR! BOOKMARK NOT DEFINED.
205
4.1 No project Scenario ......................................Error! Bookmark not defined. 4.2 General Alignment Selection........................Error! Bookmark not defined. 4.3 Alternatives for sections and stations............Error! Bookmark not defined. ����� &RPSDULVRQV�RI�DFFHVV�OLQHV�WR�DQG�ORFDWLRQV�RI�-LDPXVL�7HUPLQDO..(UURU��%RRNPDUN�QRW�GHILQHG� 4.4 Analysis of the project’s compatibility with related planning ...............Error! Bookmark not defined. ����� $QDO\VLV�RI�FRRUGLQDWLRQ�ZLWK�UDLOZD\�QHWZRUN�SODQQLQJ(UURU��%RRNPDUN�QRW�GHILQHG� ����� $QDO\VLV�RI�FRRUGLQDWLRQ�ZLWK�ORFDO�WUDIILF�DQG�HFRQRPLF�GHYHORSPHQW�SODQQLQJ ...................................................................(UURU��%RRNPDUN�QRW�GHILQHG� ����� $QDO\VLV�RI�FRRUGLQDWLRQ�ZLWK�WKH�SODQQLQJ�RI�WKH�FLWLHV�DORQJ�WKH�OLQH
(UURU��%RRNPDUN�QRW�GHILQHG� 4.5 Summary of the alternative analysis ............. Error! Bookmark not defined.
5 ENVIRONMENTAL BASELINE ........................ ERROR! BOOKMARK NOT DEFINED.
(UURU��%RRNPDUN�QRW�GHILQHG� ����� &XOWXUDO�SURSHUW\ .........................................(UURU��%RRNPDUN�QRW�GHILQHG� 6 IMPACT ASSESSMENT OF ECOLOGICAL ENVIRONMENT ... ERROR! BOOKMARK NOT DEFINED.
6.1 Forecast and Evaluation of impact on ecological environment .............Error! Bookmark not defined. ����� ,PSDFW�DQDO\VLV�RI�ODQG�RFFXSDWLRQ�RQ�ODQG�XVH�DQG�PLWLJDWLRQ�PHDVXUHV
6.2 Investment estimate and benefit analysis of ecological protection measure Error! Bookmark not defined. ����� ,QYHVWPHQW�HVWLPDWH�RI�HFRORJLFDO�SURWHFWLRQ .......... (UURU��%RRNPDUN�QRW�GHILQHG� ����� %HQHILW�DQDO\VLV�RI�HFRORJLFDO�SURWHFWLRQ ....(UURU��%RRNPDUN�QRW�GHILQHG� 6.3 Summary......................................................Error! Bookmark not defined.
7 ENVIRONMENTAL IMPACT ASSESSMENT OF NOISE .........ERROR! BOOKMARK NOT DEFINED.
7.1 Investigation and assessment on current status of acoustic environment Error! Bookmark not defined. 7.2 Predication and evaluation on noise impact ..Error! Bookmark not defined. ����� $VVHVVPHQW�RI�SUHGLFWLRQ�UHVXOW ..................(UURU��%RRNPDUN�QRW�GHILQHG�
5. NOISE SENSITIVE POINTS IN THE ZONE BETWEEN THE OLD AND NEW LINES ERROR! BOOKMARK NOT DEFINED.
����� (TXLYDOHQW�6RXQG�*UDGH�(VWLPDWLRQ�5HVXOWV�RI�7\SLFDO�6HFWLRQV ....(UURU��%RRNPDUN�QRW�GHILQHG� ����� &LW\�3ODQQLQJ�IRU�WKH�2QJRLQJ�=RQH�1RLVH�3URWHFWLRQ�'LVWDQFH .....(UURU��%RRNPDUN�QRW�GHILQHG� 7.3 Noise Mitigation Measures...........................Error! Bookmark not defined. ����� 1RLVH�PLWLJDWLRQ�VFKHPHV ..........................(UURU��%RRNPDUN�QRW�GHILQHG� ����� 1RLVH�0LWLJDWLRQ�0HDVXUH�$VVHVVPHQW......(UURU��%RRNPDUN�QRW�GHILQHG� ����� 1RLVH�3ROOXWLRQ�3URWHFWLRQ�3URSRVDOV ........(UURU��%RRNPDUN�QRW�GHILQHG� 7.4 Acoustic environment asessment for the construction period ...............Error! Bookmark not defined. ����� 1RLVH�6RXUFH�LQ�WKH�&RQVWUXFWLRQ�3HULRG ...(UURU��%RRNPDUN�QRW�GHILQHG� ����� 1RLVH�(QYLURQPHQW�,PSDFW�$VVHVVPHQW�6WDQGDUG�LQ�WKH�&RQVWUXFWLRQ�3HULRG (UURU��%RRNPDUN�QRW�GHILQHG� ����� 7KH�&RQWUROOHG�'LVWDQFH�RI�WKH�&RQVWUXFWLRQ�0DFKLQHU\�WR�WKH�6LWH(UURU��%RRNPDUN�QRW�GHILQHG� ����� 0LWLJDWLRQ�0HDVXUHPHQWV�DQG�6XJJHVWLRQV(UURU��%RRNPDUN�QRW�GHILQHG� 7.5 Summary......................................................Error! Bookmark not defined. ����� $VVHVVPHQW�6WDQGDUGV�DQG�3URWHFWLRQ�2EMHFWV ........ (UURU��%RRNPDUN�QRW�GHILQHG� ����� 7KH�&XUUHQW�6WDWXV�$VVHVVPHQW..................(UURU��%RRNPDUN�QRW�GHILQHG� ����� 0DLQ�(QYLURQPHQW�,PSDFW�DQG�3URSRVHG�(QYLURQPHQW�3URWHFWLRQ�0HDVXUHPHQWV .........................................................(UURU��%RRNPDUN�QRW�GHILQHG�
207
8 ENVIRONMENT VIBRATION IMPACT ASSESSMENTERROR! BOOKMARK NOT DEFINED.
8.1 General.........................................................Error! Bookmark not defined. 8.2 The Current Status Assessment on Environment VibrationError! Bookmark not defined. ����� 7KH�&XUUHQW�6WDWXV�,QYHVWLJDWLRQ�RQ�(QYLURQPHQW�9LEUDWLRQ...........(UURU��%RRNPDUN�QRW�GHILQHG� ����� &XUUHQW�6WDWXV�0RQLWRULQJ ..........................(UURU��%RRNPDUN�QRW�GHILQHG� ����� &XUUHQW�0HDVXULQJ�3RLQW�$UUDQJHPHQW......(UURU��%RRNPDUN�QRW�GHILQHG� ����� 7KH�&XUUHQW�0RQLWRULQJ�5HVXOWV�DQG�$VVHVVPHQW ... (UURU��%RRNPDUN�QRW�GHILQHG� 8.3 Environment Vibration Impact Asessment during the Operation Period Error! Bookmark not defined. ����� (VWLPDWLRQ�0HWKRGV ...................................(UURU��%RRNPDUN�QRW�GHILQHG� ����� 9LEUDWLRQ�'LVWDQFH�(VWLPDWLRQ�XS�WR�WKH�6WDQGDUGV (UURU��%RRNPDUN�QRW�GHILQHG� 8.4 Vibration Mitigation Measurements and Proposals .....Error! Bookmark not defined. ����� &LW\�DQG�7RZQ�6FKHP��&RQWURO�DQG�0DQDJHPHQW ... (UURU��%RRNPDUN�QRW�GHILQHG� ����� 6RXUFH�6WUHQJWK�&RQWURO..............................(UURU��%RRNPDUN�QRW�GHILQHG� ����� 9LEUDWLRQ�&RQWURO�0HDVXUHPHQWV ...............(UURU��%RRNPDUN�QRW�GHILQHG� 8.5 Vibration Environment Impact Analysis during the Construction Period Error! Bookmark not defined. ����� &RQVWUXFWLRQ�3HULRG�9LEUDWLRQ�3XOOXWLRQ�6RXUFH�$QD\VLV .................(UURU��%RRNPDUN�QRW�GHILQHG� ����� &RQVWUXFWLRQ�0DFKLQHU\�(TXLSPHQW�9LEUDWLRQ�6WUHQJWK(UURU��%RRNPDUN�QRW�GHILQHG� ����� &RQVWUXFWLRQ�9LEUDWLRQ�&RQWURO�0HDVXUHPHQWV ....... (UURU��%RRNPDUN�QRW�GHILQHG� 8.6 Summary......................................................Error! Bookmark not defined.
9 WATER ENVIRONMENT IMPACT ASSESSMENT.......................................................1
9.1 General........................................................................................................1 ����� ,QWURGXFWLRQ ...............................................................................................1 ����� (YDOXDWLRQ ..................................................................................................1 ����� (YDOXDWLRQ�&RQWHQWV ..................................................................................1 9.2 Water Environment Current Status Investigation and Analysis ....................2 ����� ,QYHVWLJDWLRQ�DQG�$QDO\VLV�RQ�WKH�*URXQG�6XUIDFH�DORQJ�WKH�$OLJQPHQW .2 ����� ,QYHVLJDWLRQ�DQG�$DQO\VLV�RQ�WKH�6HZDJH�3ROOXWLRQ�6RXUFH�DW�HDFK�6WDWLRQ 3 9.3 Treatment Methods and Impact Estimation of Sewage Discharge on the Water Environment during the Operation Period..........................................................4 ����� *HQHUDO .......................................................................................................4 ����� :DWHU�4XDOLW\�(VWLPDWLRQ�DQG�0HDVXUHPHQW............................................6
76 18
208
����� 6HZDJH�7UHDWPHQ�,QYHVWPHQW�(VWLPDWLRQ ..............................................24 9.4 Evaluation of the Sewage Discharge Impact on the Surface Water Environment during Construction Period ...................................................................25 ����� $QDO\VLV�RQ�WKH�6HZDJH�'UDLQDJH�,PSDFW�RQ�WKH�:DWHU�(QYLURQPHQW�GXULQJ�WKH�3URMHFW�&RQVWUXFWLRQ�3HULRG ...............................................................25 ����� 3URSRVDOV�RQ�WKH�:DWHU�3ROOXWLRQ�3URWHFWLRQ�DQG�7UHDWPHQW�GXULQJ�WKH�&RQVWUXFWLRQ�3HULRG .............................................................................................27 9.5 Impact Analysis of the Project on the Concentrated Drinking Water Source Protection Zone in Yilan County................................................................................28 ����� :DWHU�6RXUFH�*HQHUDO...............................................................................28 ����� 5HODWHG�/RFDWLRQ�5HODWLRQ�EHWZHHQ�WKH�3URMHFW�DQG�:DWHU�6RXUFH�3URWHFWLRQ�$UHD .....................................................................................................29 ����� $QDO\VLV�RQ�WKH�3URSRVHG�3URMHFW�,PSDFW�RQ�WKH�:DWHU�6RXUFH�3URWHFWLRQ�=RQH 30 9.6 Summary...................................................................................................34
10 ASSESSMENT OF THE IMPACT ON AMBIENT AIR ..................................................37
10.1 General......................................................................................................37 ������ *HQHUDO .....................................................................................................37 ������ (YDOXDWLRQ�6WDQGDUGV ...............................................................................37 ������ (YDOXWLRQ�&RQWHQWV ..................................................................................37 10.2 Analysis on the Air Pollution Source and Impact during the Construction .38 ������ $QDO\VLV�RQ�WKH�$LU�3ROOXWLRQ ...................................................................38 ������ $LU�3ROOXWLRQ�&DOFXODWLRQ�0HWKRG............................................................39 ������ $QDO\VLV�RQ�WKH�$WPRVSKHUH�3ROOXWLRQ�,PSDFW........................................40 ������ $WPRVSHUH�3ROOXWLRQ�7UHDWPHQW�0HWKRGV ...............................................42 ������ 6XPPDU\�RI�3ROOXWLRQ�'LVFKDUJH�$PRXQW�,QFUHDVHG�DQG�'HFUHDVHG ....44 10.3 Analysis of Atmosphere Environment Impact and Protection Methods during the Construction Period...................................................................................47 ������ $QDO\VLV�RI�$WPRVSKHUH�(QYLURQPHQW�,PSDFW�GXULQJ�WKH�&RQVWUXFWLRQ�3HULRG 47 ������ 3URWHFWLRQ�0HWKRGV�DQG�6XJJHVWLRQV ......................................................47 10.4 Summary...................................................................................................48
12 ENVIRONMENT IMPACT ANALYSIS OF SOLID WASTES .........................................88
12.1 General......................................................................................................88 11.1. Environment Impact Analysis of Solid Wastes ..........................................88 ������ 5XEELVK�IURP�&RQVWUXFWLRQ�3HULRG�DQG�'HPROLWLRQ ...............................88 ������ (VWLPDWLRQ�RI�'RPHVWLF�5XEELVK�E\�:DLWLQJ�3DVVHQJHUV�DW�6WDWLRQV�DQG�E\�7UDLQ�3DVVHQJHUV .............................................................................................88 ������ 6WDWLRQ�6WDII�'RPHVWLF�5XEELVK...............................................................89 ������ 6OXGJH�DQG�6OLFN .......................................................................................89 12.2 Measures to be Taken and Suggestions......................................................89
13 PUBLIC PARTICIPATION .....................................................................................91
13.1 Purpose of Public Participation..................................................................91 13.2 Scope and Respondents of the Survey........................................................91 13.3 Ways of Public Participation and Content of Survey..................................92 13.4 Statistics and Analysis of Survey Result ..................................................103 13.5 Dealing with Public Opinions..................................................................116 13.6 Opinions from Second Round Public Participation ..................................125 13.7 Conclusion ..............................................................................................130
14 ASSESSMENT OF IMPACTS ON SOCIO-ECONOMIC ENVIRONMENT.......................131
14.1 Overview.................................................................................................131 14.2 Brief introduction of socio-economic environment ..................................131 ������ 6RFLDO�HFRQRPLF�RYHUYLHZ ......................................................................131 ������ 'LVWULEXWLRQ�DQG�H[SORLWDWLRQ�RI�UHVRXUUFHV...........................................132 ������ 6WDWXV�DQG�GHYHORSPHQW�RI�LQGXVWU\�DQG�DJULFXOWXWH.............................133 ������ 6WDWXV�DQG�GHYHORSPHQW�RI�FRPPXQLFDWLRQV�DQG�WUDQVSRUWDWLRQ�DORQJ�WKH�OLQH 133 14.3 Analysis of engineering construction’s impact on local socio-economic environment.............................................................................................................134 ������ 6LJQLILFDQFH�DQG�IXQFWLRQ�RI�WKH�OLQH�LQ�WKH�ORFDO�HFRQRP\�DQG�URDG�QHW
134 ������ 1HFHVVLWLHV�IRU�WKH�SURMHFW�FRQVWUXFWLRQ ................................................135 14.4 Land take, building demolish and relocation............................................136 ������ (QYLURQPHQWDO�LPSDFW�RI�ODQG�WDNH�DQG�UHORFDWLRQ ...............................136 ������ 5HOHYDQW�SROLFLHV�DQG�UHJXODWLRQV ..........................................................139 ������ 2EMHFWLYHV�RI�ODQG�WDNH��EXLOGLQJ�GHPROLVKLQJ�DQG�UHORFDWLRQ .............140 ������ 5HVLGHQWV�UHORFDWLRQ..............................................................................140 ������ &RPSHQVDWLRQ�VWDQGDUGV�DQG�SD\PHQW .................................................141 ������ 5HORFDWLRQ�DQG�LQFRPH�UHVWRUDWLRQ�SODQ................................................143 ������ $QDO\VLV�RI�LPSDFW�RQ�UHVLGHQWV�TXDOLW\�RI�OLIH......................................144
210
14.5 Analysis of railway’s cutting and obstructing effect ................................144 ������ $QDO\VLV�RI�UDLOZD\V�FXWWLQJ�DQG�REVWUXFWLQJ�HIIHFW..............................144 ������ &RQWURO�PHDVXUHV ...................................................................................145 14.6 Analysis of impact on cultural relics and historic sites along the line .......146 14.7 Cumulative/Indirect Impacts....................................................................147 14.8 Mitigating measures ................................................................................149
15 ENVIRONMENTAL MANAGEMENT AND MONITORING PLAN .............................151
15.1 Environmental management plan.............................................................151 ������ 3UHOLPLQDU\�HQYLURQPHQWDO�PDQDJHPHQW ..............................................151 ������ (QYLURQPHQWDO�PDQDJHPHQW�GXULQJ�FRQVWUXFWLRQ�SHULRG.....................151 ������ (QYLURQPHQWDO�PDQDJHPHQW�GXULQJ�WUDQVSRUW�RSHUDWLRQ�SHULRG..........153 15.2 Environmental monitoring program.........................................................155 ������ 0RQLWRULQJ�SXUSRVH ...............................................................................155 ������ (QYLURQPHQWDO�PRQLWRULQJ�SURJUDP .....................................................155 15.3 Supervising plan during construction period ............................................161 ������ 2EMHFWLYHV�RI�HQYLURQPHQWDO�VXSHUYLVLRQ�GXULQJ�FRQVWUXFWLRQ�SHULRG ..161 ������ (QYLURQPHQWDO�VXSHUYLVLRQ�VFRSH�GXULQJ�SURMHFW�FRQVWUXFWLRQ�SHULRG.161 ������ (QYLURQPHQWDO�VXSHUYLVLQJ�RUJDQL]DWLRQ ..............................................162 ������ &RQWHQWV��PHWKRGV�DQG�UHVXOWV�RI�HQYLURQPHQWDO�VXSHUYLVLRQ ..............162 ������ (QYLURQPHQWDO�SURWHFWLRQ�VXSHUYLVLRQ�SURFHGXUH�DQG�H[HFXWLYH�SODQ .163 15.4 Environment protection personal training ................................................165
16 ENVIRONMENTAL PROTECTION MEASURES AND INVESTMENT ESTIMATE..........166
17.1 Rationalization of Route Selection...........................................................186 17.2 Assessment Conclusion of Current Environment .....................................187 17.3 Conclusion of Environmental Impact Assessment....................................192 17.4 Summary.................................................................................................202
211
Table 2-1 Key Environmental Laws and Regulations and Project ComplianceError! Bookmark not defined.
Table 2-2: Applicable World Bank Safeguard Policies and Project Compliance .................Error! 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.
212
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. 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
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 MeasuresError!
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
213
defined. Table 8-2 Ordinary Goods Train Vibration Source Intensity........Error! Bookmark not defined. 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.....................................................7 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..........................................8 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 .9 Table 9-10 Fangzheng and Yilan Station Domestic WastewaterQuality Estimation Values ..........9 Table 9-11 Jiamusi Station Ready Domestic WastewaterQuality Estimation Values...................11 Table 9-12 Jiamusi Station Domestic Wastewater Quality Estimation unit: mg/l ..............11 Table 9-13 Domestic Wastewater Quality Estimation at Jiamusi Motor Train Parking Yard
mg/l ......................................................................................................................................12 Table 9-14 Digestion Sewage Quality Estimation at Jiamusi Motor Train Parking Yard
Unit mg/l ...........................................................................................................................12 Table 9-15 Discharge Amount and Water Quality Estimation after the Septic Tank Disposal at
the Jiamusi Station and Parking Yard Outlet ........................................................................13 Table 9-16 Discharge Amount and Water Quality Estimation of the Septic Tank and Domestic
Wastewater Polluted Matters after the Anaerobic Disposal Tank Disposal..........................13 Table 9-17 Domestic WastewaterQuality Data for the Medium and Small Stations in 2003.......15 Table 9-18 Domestic Wastewater Polluted Matter Amount and Water Quality Estimation at
Eastern Jiamusi Station and Eastern Jiamusi dispatched train back-turning section............15 Table 9-19 Job Feature Comparison at Comparing Point and Project Spot .................................16 Table 9-20 Original Water Quality fo Manufacturing Sewage at Zhengzhou North Locomotive
Section..................................................................................................................................16 Table 9-21 Manufacturing Sewage Polluted Matter Amount and Water Quality Estimation at
Eastern Jiamusi Dispatched Locomotive Section.................................................................16 Table 9-22 Manufacturing Sewage Amount after Oil Insulation in the Oil Insulation Tank and
Water Quality Estimation at Eastern Jiamusi Dispatched Locomotive Section ...................17 Table 9-23 After SBR Technology Treated Polluted Matter Amount and Water Quality
Estimation at Station and Locomotive Returning Section....................................................18 Table 9-24 Sewage Disposal Technoloty at each Station .............................................................19 Table 9-25 Investment Estimation................................................................................................24 Table 9-26 Piers in the Main River along the Project...................................................................26 Table 9-27 Yilan County Water Source Well Coordination..........................................................29 Table 10-1 Boiler Atmosphere Pollution Discharge StandardTime Section Standard Value in
Class Zone unit: mg/m3 ..................................................................................................37 Table 10-2 The old Boiler Energy Consumption and Atmosphere Pollution Discharge ..............38 Table 10-3 Designing New Coal Burning Boiler Atmosphere Pollution Discharge Standard
unit: t/a .................................................................................................................................39 Table 10-4 Main Ingredient of Coal for the Railway ...................................................................40 Table 10-5 New 0.7MW Coal Burning Chimney Opening Discharge Thickness Estimation......41 Table 10-6 New 1.4 MW Coal Burning Chimney Discharge Indensity Estimation....................42 Table 10-7 Boiler Chimney Mouth Discharge Indensity Estimation ...........................................42 Table 10-8 Atmosphere Pollution Discharge Differece before and after the Project unit:t/a .....44
214
Table 10-9 Investment Estimation for the Atmosphere Pollution Protection and Treatment .......44 Table 11-1Public Lighting Derived Limited Value.......................................................................52 Table 11-2 Television Sensitive Points along the Project.............................................................53 Table 11-3 the Current Status of Signal-to-Noise Ratio along the Project ...................................61 Table 11-4 Base Station and Its Main Technical Index for the Utilization of Antennas...............69 Table 11-5 Radiation Field Strengh Calculated Values at Differenct Distances to the Base Station
..............................................................................................................................................70 Table 11-6 Signal-to-noise Ratio Changes of the TV Receiving Surveyed Communities upon the
Completion of the Project.....................................................................................................71 Table 11-7 Compensation Methods Summary .............................................................................76 Table 12-1 Amount of Domestic Rubbish by Waiting Passengers at Stations (t/a) ......................88 Table 13-1 Table of Construction Measures in the Design.........................................................100 Table 13-2...................................................................................................................................102 Table 13-3 Composition of Respondents ...................................................................................104 Table 13-4 Table of Survey Result Statistics (to be continued)..................................................105 Table 13-5 Table of Survey Result Statistics (continued)..........................................................107 Table 13-6 Respondent Composition in Binjiang New Town ....................................................113 Table 13-7 Respondent Composition in Jiada Community ........................................................114 Table 13-8 Meetings Organized in Second Pubic Participation for Harbin-Jiamusi Railway....126 Table 14-1 Major economic indicators of cities along the line in 2008 ....................................132 Table 14-2 Classification and size of land permanently occupied by the project Unit: hm2....138 Table 14-3 State and Heilongjiang land compensation fee standard ........................................141 Table 14-4 State and Heilongjiang Province’s relocation grants standard.................................142 Table 15-1 Environmental management schedule during construction period..........................153 Table 15-2 Environmental management plan during transport operation ..................................154 Table 15-3 Environmental monitoring program for construction period and transport operation
period..................................................................................................................................157 Table 15-4 Training programme.................................................................................................165 Table 16-1 Environmental Protection Measures and Investment Summary...............................181 Table 16-2 Investment Estimation of Pollution Treatment Project (Ecological Not Included) ..185