emp appendix 1-8 appendix 1 noise ... - all documents€¦ · harbin medical university student...

EMP Appendix 1-8

Appendix 1 Noise Prevention and Treatment Plan & Investment Estimation

Section Section No. Names of Sensative Points Beginning

Mileage Ending Mileage

Line Type

Direction

Distance from Monitoring Points to External Train

Track Central Line (m)

Height Difference between

Monitoring Point to

Track Top(m)

2025 年Over

Standard Value

Leq(dB)

Take measures and

status quo difference(dB

)

Household Statistics by

Districts

House type

The Minimu

m Distance

of the Sensitive Points to the Line

Noise measures Emigrated

Households within

30m

Noise Reducing Measurement

Effect Current Line

Existing Line Day Nigh

t Day Night Within 30m

transition Region

Functional Region

Noise reduction measure

Beginning Points

Noise reduction measure Ending Points

Noise barrier Type

Noise barrier Lengt

h

Sound proof windo

w

Investment(ten thousand

yuan)

Using the Current Binjiang line

N1 Northeast China Revolutionary Martyrs Memorial Hall BJK0+640 BJK0+760 Cutting right 23 23 9.2 - / 0.6 0.2 5-storey

building 23 400 20

Install sound proof window; meet functional

area requirement or house usage

function 30 30 9.2 - / 0.7 0.2 60 60 9.2 - / 0.6 0.2


N2 Dimei Community BJK1+150 BJK0+800 Cutting right 30 30 5.9 - - 0.7 0.2 0 0 480 7~8-storey building 2400 120



function 113 113 12.4 - 1.6 0.5 0.1 113 172 172 12.4 - 0.2 0.4 0.1


N3 Coal Management Bureau Residential Building BJK0+800 BJK0+980 Cutting right 30 30 6.2 - - 0.7 0.2 0 0 400 8~9-storey

building 2000 100



function 84 84 13.9 - 2.4 0.6 0.2 84 84 84 19.9 - 3.0 0.5 0.2

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84 84 25.9 - 2.7 0.6 0.2 127 127 13.9 - 1.0 0.5 0.2

Using the Current Binjiang line N4 Xiehe Hospital BJK0+860 BJK0+960 Cutting right 24 24 5.7 2.8 6.8 0.7 0.2 4~5-storey

building 24 1000 50



function


N5 Land Resources Bureau, Bureau of Highways BJK0+960 BJK1+090 Cutting right 23 18 2.4 - / 0.7 0.2 10、15-storey

building 23 1000 50



function 23 18 26.4 - / 0.5 0.2 23 18 44.4 - / 0.4 0.1


N6 Hayi No.1 Hospital BJK0+960 BJK1+250 Cutting right 25 20 2.4 2.1 6.2 0.7 0.2 9-storey building 25 1000 50



function 35 30 2.4 - - 0.6 0.3 113 108 14.6 - 2.1 0.4 0.1 113 108 29.6 - 2.2 0.5 0.1 113 108 59.6 - 2.3 0.5 0.2


N7 No. 132 Residential Building, Yiman Street BJK1+250 BJK1+420 Cutting right 30 25 4.4 - - 0.6 0.2 0 0 300 9-storey building 1500 75



function 35 30 21.8 - - 0.6 0.2 113 108 21.8 - 1.5 0.5 0.2 113

Using the Current Binjiang line N8 Hayi Hospital Staff Builindg BJK1+200 BJK1+340 Cutting right 26 26 5.2 - - 0.7 0.2 70 0 0 9-storey

building 26 6720 70 Functional

replacement within 30m; meet

functional area requirement or

house usage function

26 26 11.2 - - 0.7 0.2 26 26 17.2 - - 0.6 0.2

Using the Current Binjiang line N9 Harbin Medical University Student

Apartment BJK1+340 BJK1+460 Cutting right 50 45 4.4 - 3.7 -4.4 -5.6 7-storey building 50 BJK1+250 BJK1+460 5 210 157.5

Install upright sound barrier;

meet functional area requirement or house usage

function

Using the Current Binjiang line N10 Sanxing Community BJK1+400 BJK1+650 Cutting right 35 30 3.2 - - -5.8 -5.7 0 0 200 6~9-storey

building 同"N11" 同"N11" 5 0



function 153 148 20.6 - 1.0 -2.8 -2.8 153


N11 Heilongjiang Oral Pathology prevention hospital BJK1+470 BJK1+520 Cutting right 30 30 4.3 - - -5.6 -5.9 11-storey

building BJK1+460 BJK1+650 5 190 142.5



function 67 67 11.4 - 3.1 -3.8 -4.8 67


N12 Postal Street Residential Building BJK1+470 BJK1+670 Cutting right 30 30 4.3 - - -6.0 -6.2 0 30 230 5~9-storey building 30 BJK1+650 BJK1+730 5 80 60



function 71 71 11.4 - 3.2 -3.7 -4.1

Using the Current Binjiang line N13 FuHongMingYu BJK+780 BJK+920 Cutting Left 30 21 6 - - -5.5 -6.1 0 0 800 32-storey




function 39 30 6 - - -4.9 -5.7 91 82 6 - 2.3 -3.8 -3.6 91


N14 Nanba Residential Building BJK+880 BJK1+270 Subgrade Left 20 15 1.2 - - -8.1 -8.4 65 360 580 8~9-storey

building 20 BJK+830 BJK1+270 7 440 4700 6937 65

Install sound proof window

and upright sound barrier,

functional replacement

within 30m; meet functional area requirement or


20 15 13.2 - - -4.5 -5.1 20 15 28.2 - - -0.6 -0.9 30 25 1.2 - - -6.6 -6.8 35 30 1.2 - - -6.7 -6.3 60 55 1.2 - - -4.8 -4.8 65 60 1.2 - 2.6 -5.1 -5.6 142 137 0.8 - 0.7 -3.1 -3.3

Using the Current Binjiang line N15 No. 53 Middle School BJK1+020 BJK1+100 Subgrad

e Left 61 52 0.6 - / -5.3 -5.3 3~6-storey building 61 同"N14" 同"N14" 7 1000 50


and upright sound barrier;


function


N16 Nanji SOHO BJK1+270 BJK1+370 Subgrade Left 30 21 0.7 - - -7.8 -8.1 0 0 2000 31-storey

building BJK1+270 BJK1+370 8+4 bevel 100 360

Install angular noise

barrier,Meet functional area requirement or


39 30 0.7 - - -6.6 -7.1

78 69 0.7 - 2.3 -4.0 -4.8 78 78 69 42.7 - 2.8 -4.6 -5.4 78 69 84.7 - - -1.0 -1.3


N17 Nanji International BJK1+370 BJK1+700 Subgrade Left 30 21 0.7 - - -6.6 -7.3 0 600 3000 31-storey

building BJK1+370 BJK1+780 8+4折角 410 1476




39 30 0.7 - - -6.8 -7.4 66 57 0.7 - - -4.8 -5.2 66 66 57 42.7 - - -4.6 -5.0 66 57 84.7 - - -0.6 -0.8 69 60 0.7 - 2.7 -4.5 -5.0 99 90 0.7 - 1.4 -4.5 -4.6


N18 Bingjiang Street Residential

Building/Bingjiang Station Front Bungalow

BJK1+810 BJK2+130 Subgrade Left 23 5 0.3 - - -7.0 -7.0 10 100 300

bungalow、9-storey building

23 BJK1+780 BJK2+100 5 320 2000 420 10






41 30 0.3 - - -5.3 -5.9 60 49 0.3 - - -4.4 -5.0 71 60 0.3 - 2.6 -3.7 -4.4 98 87 0.3 - 1.5 -3.8 -4.0


N19 Bingjiang Street Residential

Building/BaoZhangHuaTing/Dongfanghong Community

BJK1+950 BJK2+720 Subgrade Left 60 30 0.5 - - 0.6 0.2 0 0 800 5~8-storey

building 0

Meet functional area requirement or house usage

function 158 128 0.5 - 0.9 0.4 0.1 158

Using the Current Binjiang line N20 Jile Community BJK2+740 BJK3+030 Subgrad

e Left 88 30 1.2 - - -0.2 -1.3 0 300 500 18~21-storey building 0

Meet functional area requirement or house usage

function 93 35 1.2 - - -0.2 -1.4 93 118 60 1.2 - 3.3 -0.2 -1.3 153 95 0.7 - 2.4 -0.2 -1.2

Using the Current Binjiang line N21 Binjiang Xincheng BJK3+030 BJK3+700 Subgrad

e Left 30 13 1.3 - - -12.0 -13.8 200 200 500 18-storey building BJK3+320 BJK3+700 8+4

折角 380 1368




33 16 1.3 - - -11.0 -14.0 33 33 16 16.3 - - -10.3 -12.0 33 16 31.3 - - -5.9 -8.1 47 30 1.3 - - -9.1 -11.2 60 43 1.3 - - -8.4 -11.5 77 60 1.3 - 4.6 -7.8 -9.8 94 77 1.2 - 3.9 -6.1 -8.9

Using the Current Binjiang line N22 Dafangli Community1 BJK1+820 BJK2+550 Subgrad

e right 28 28 1.2 - - -10.4 -9.7 9 240 800 7~9-storey building 28 BJK1+820 BJK2+550 5 730 5200 1671.5 9






30 30 1.2 - - -9.6 -9.7 60 60 1.2 - 3.3 -6.3 -6.5 120 120 1.2 - 1.2 -4.1 -4.4 Using the Current

Binjiang line N23 Dafangli School BJK2+290 BJK2+390 Subgrade right 61 61 1.2 - / -6.4 -7.2 7-storey

building 61 同"N22" 同"N22" 5 0 Install upright sound barrier;


function

Using the Current Binjiang line N24 Daowai District Education Bureau BJK2+390 BJK2+530 Subgrad

e right 55 55 1.2 - / -7.6 -7.6 2~4-storey building 55 同"N22" 同"N22" 5 0



function

Using the Current Binjiang line N25 Oriental Cambridge Kindergarten BJK2+580 BJK2+910 Subgrad

e right 80 80 1.2 - / -4.9 -6.0 2-storey building 80 同"N26" 同"N26" 5 0



function

Using the Current Binjiang line N26 Dafangli Community2/Yongping

Community BJK2+550 BJK3+730 Subgrade right 30 30 2.2 - - -8.4 -9.0 0 600 2000 8-storey

building BJK2+550 BJK3+730 3 1180 13000 1181




function 55 55 2.2 - - -6.9 -8.1 55 60 60 2.2 - 5.7 -6.6 -7.3 90 90 2.2 - 4.2 -5.3 -6.5

Using the Current Binjiang line N27 Harbin Municipal Engineering Design

Institute BJK2+900 BJK3+070 Subgrade right 30 30 2.2 - / -8.1 -9.3 5-storey




function 61 61 2.2 - 5.5 -5.9 -7.8 61

Using the Current Binjiang line N28 New Sun Kindergarten BJK3+060 BJ 改

CK3+130 Subgrad

e right 57 57 2.2 - / -6.5 -8.0 2-storey building 57 同"N26" 同"N26" 3 0



function

Using the Current Binjiang line N29 Lihua Community/Shanghe City BJK3+730 BJK4+210 Subgrad

e right 24 24 0.8 - - -12.1 -14.3 200 200 800 7-storey building 24 BJK3+730 BJK4+210 7 480 5000 19954 200






24 24 12.8 - - -8.1 -9.7 24 24 28.8 - - -5.0 -5.9 30 30 0.8 - - -11.0 -13.2 75 75 0.8 4.0 9.7 -7.2 -9.1 120 120 0.8 3.0 8.3 -4.7 -7.1

Using the Current Binjiang line N30 And on the city BJK4+210 BJ 改

CK4+580 Subgrad

e right 30 30 0.8 - - -11.5 -12.7 0 300 1200 18-storey building BJK4+210 BJK4+630 7 420 7500 816




function 50 50 0.8 - - -9.0 -10.4 50 50 50 27.8 - - -5.6 -6.9 50 50 54.8 - - -3.2 -3.9 60 60 0.8 - - -7.5 -9.6 140 140 0.8 2.0 7.5 -5.3 -7.2

Using the Current Binjiang line N31 Urban Management Bureau of Daowai

District BJ 改

CK3+770 BJ 改

CK3+890 Subgrad

e right 26 26 0.8 - / -9.3 -10.0 5~6-storey building 26 同"N29" 同"N29" 3 0



function 30 30 0.8 - / -8.9 -10.0

75 75 0.8 3.9 / -6.0 -7.5

Using the Current Binjiang line N32 Zhenjiang Street Residential Building/Qilin

Huafu BJK3+700 BJK3+820 Subgrade Left 30 20 1.2 - - -8.6 -9.7 0 0 200 15-storey




function 40 30 1.2 - - -7.7 -8.7 131 121 1.2 - 3.0 -4.1 -5.6 131

Using the Current Binjiang line N33 Teachers School of Daowai District

Harbin BJK3+730 BJK3+810 Subgrade Left 67 57 1.2 - / -5.6 -7.4 5-storey

building 67 BJK3+700 BJK3+870 3 170 1000 126.5




function

Using the Current Binjiang line N34 Gongyi Street Community Bungalow BJK3+820 BJK4+700 Subgrad

e Left 14 5 0.2 - 0.6 -12.2 -12.5 78 100 300 bungalow 14 BJK3+870 BJK4+630 3 760 2000 1066 78






30 21 0.2 - - -9.3 -10.1 39 30 0.2 - - -8.3 -9.3 60 51 0.2 - - -6.0 -7.9 69 60 0.2 - 4.9 -6.1 -7.7 109 100 0.2 - 3.5 -4.4 -6.2

Ha-Jia Line N35

Sankeshu Community/Pinghu Community/Cement plant Staff

Building/Railway Vehicle Factory Bungalow

CK0+310 CK0+800 Subgrade right 30 30 0.9 - 4.3 -7.2 -8.5 0 0 200

bungalow、5-storey building

CK0+260 CK0+800 3 540 1000 293



meet functional


function 60 60 0.9 - 1.5 -6.3 -8.1 60 75 75 0.9 7.4 15.7 -5.8 -7.6

Ha-Jia Line N36 Taixiang Mingyuan Community CK0+800 CK01+200 Subgrade right 110 30 -0.4 - - -5.4 -7.5 0 0 300 6-storey

building CK0+800 CK01+250 3 450 1500 277.5




function 140 60 -0.4 - 8.1 -5.4 -7.3 140 180 100 -0.4 - 7.1 -4.9 -7.0

Ha-Jia Line N37 Xinjiangqiao Street Bungalow CK0+300 CK0+700 Subgrade Left 17 8 0.2 0.1 8.8 -10.3 -11.5 20 30 20 bungalow 17 CK0+250 CK0+700 3 450 250 375 20






39 30 0.2 - 4.2 -7.8 -8.8 69 60 0.2 2.9 11.5 -6.8 -8.2 99 90 0.2 1.7 9.9 -5.6 -7.5

Ha-Jia Line N38 Nanzhi Community CK+620 CK+850 Subgrade Left 89 30 0.2 - 0.1 -6.2 -7.8 0 60 200 8-storey

building CK0+700 CK0+900 3 200 1300 155




function 95 36 0.2 - - -5.8 -7.8 95

95 36 2.9 - - -7.5 -10.1 95 36 5.6 - - -7.0 -10.0 99 50 0.2 - - -7.3 -10.6 187 138 -1.4 - 3.2 -6.1 -9.7

Ha-Jia Line N39 Linqiao Street Bungalow CK+800 CK1+200 Subgrade Left 185 26 -1.4 - - -2.7 -4.8 0 0 200 bungalow 185 1000 50



function 189 30 -1.4 - - -2.6 -4.7 219 60 -1.4 - 2.1 -2.3 -4.8

Jiangnan Contact Line N40 Shuiyuan Community Bungalow1 CK1+600 CK2+850 Bridge Left 10 / -13.6 - - 3.3 5.5 61 76 320 bungalow 10 CK1+550 CK2+900 2.5 1350 1980 1093.25 61






30 / -13.6 - - 2.8 3.8 60 / -13.6 1.0 7.7 2.1 3.4 90 / -13.6 0.1 6.6 1.9 4.1

Ha-Jia Line N41 Shuiyuan Community Bungalow2 CK1+600 CK2+500 Bridge right 10 / -13.6 - - 2.8 4.6 20 50 400 bungalow 10 CK1+550 CK2+550 2.5 1000 2250 647.5 20






30 / -13.6 - - 2.7 4.8 60 / -13.6 0.8 7.6 2.6 4.0 90 / -13.6 0.1 6.7 1.9 3.2

Ha-Jia Line N42 Shuiyuan Community Bungalow3 BJK1+510 BJK1+950 Subgrade right 42 2 0.2 - - -3.4 -3.9 100 200 500 bungalow 42 JNYK1+600 JNYK2+000 3 400 4000 380




function 70 30 0.2 - - -4.9 -5.0 100 60 0.2 - - -3.2 -3.5 140 100 0.2 - - -2.4 -2.4

Ha-Jia Line N43 Beigang Village CK3+010 CK3+500 Bridge right 28 / -16.3 - - 2.2 4.6 5 30 600 bungalow 28 CK2+960 CK3+550 2.5 590 3150 418.75 5






30 / -16.3 - - 2.7 4.0 60 / -16.3 0.9 7.4 1.8 3.9 90 / -16.3 - 6.4 1.7 3.3

Ha-Jia Line N44 Front Wukeshu CK5+950 CK6+250 Bridge Left 30 / -13.2 - 1.5 3.4 5.4 0 3 20 bungalow CK5+950 CK6+250 2.5 300 115 118.25




function 40 / -13.2 - 1.0 3.5 5.8 40

60 / -13.2 3.0 9.9 2.9 5.5 90 / -13.2 1.9 9.0 3.3 4.6

Ha-Jia Line N45 Qingfeng Village CK9+720 CK10+070 Bridge Left 30 / -22.8 - - 8.1 12.2 0 0 15 bungalow 75 3.75



function 178 / -22.8 - 6.5 6.0 9.3 178

Ha-Jia Line N46 Xinli Village CK13+010 CK13+830 Bridge right 28 / -10.6 - 2.2 3.8 6.0 2 0 200 bungalow 28 CK12+960 CK13+880 2.5 920 1000 411 2






30 / -10.6 - 2.0 4.3 6.7 60 / -10.6 3.2 10.2 3.4 5.5 150 / -10.6 0.7 7.5 2.6 4.7

Ha-Jia Line N47 Yanjia Village CK14+820 CK15+470 Subgrade right 22 / -2.2 - 1.8 3.5 6.9 1 5 20 bungalow 22 CK15+220 CK15+520 3 300 125 149.25 1






30 / -4.7 - 0.2 3.1 5.1 60 / -4.7 1.1 8.2 2.9 4.3 100 / -4.7 - 6.5 2.1 3.1

Ha-Jia Line N48 Guoyuan Villa CK16+400 CK16+500 Bridge Left 30 / -8.2 - 2.4 12.2 14.9 0 0 2 bungalow 10 0.5



function 115 / -8.2 1.6 8.5 8.0 11.7 115

Ha-Jia Line N49 Shangbali CK21+320 CK21+660 Bridge right 30 / -7 - 2.6 4.5 7.6 0 1 20 bungalow CK22+450 CK22+730 2.5 280 105 110.25




function 55 / -7 - 1.1 3.8 6.1 55 60 / -7 3.6 10.8 4.8 6.8 100 / -7 2.2 9.1 3.2 5.2

Ha-Jia Line N50 Wanghuan Village CK29+380 CK29+690 Subgrade Left 30 / -5.2 - 0.1 10.2 12.6 0 0 10 bungalow 50 2.5



function 67 / -5.2 0.8 7.8 8.4 10.5 67

Ha-Jia Line N51 Zhangfang Village CK31+420 CK31+700 Bridge Left 30 / -14.8 - 0.9 11.5 14.6 0 0 10 bungalow 50 2.5



function 135 / -14.8 0.7 7.7 8.6 10.8 135

Ha-Jia Line N52 Changlin School CK32+100 CK32+220 Subgrade Left 120 / -1.7 - / 2.1 3.1 bungalow 120 CK32+050 CK32+270 3 220 400 119



meet functional area requirement

or house usage function

Ha-Jia Line N53 Dongchang Linzi CK32+400 CK32+600 Subgrade Left 30 / -1.7 - 0.9 11.0 14.9 0 0 7 bungalow 35 1.75



function 150 / -1.7 - 5.1 4.9 8.1 150

Ha-Jia Line N54 Fenghuangshan Village CK37+970 CK38+290 Subgrade Left 20 / -7 - 0.7 3.0 4.5 5 5 20 bungalow 20 CK37+920 CK38+220 3 300 125 181.25 5






30 / -7 - - 2.6 4.0 60 / -7 1.1 7.9 2.1 4.1 120 / -7 - 5.7 1.6 2.9

Ha-Jia Line N55 Nijia Village CK40+620 CK41+000 Subgrade Left 30 / -1.6 - 0.9 10.3 14.7 0 0 2 bungalow 10 0.5



function 154 / -1.6 - 4.9 5.6 8.6 154

Ha-Jia Line N56 Zhaijia Post CK42+900 CK43+250 Subgrade right 59 / -11.2 - - 2.0 4.0 0 0 30 bungalow K35+180 K35+830 3 650 150 300




function

60 / -11.2 - - 1.8 4.0 60 89 / -11.2 0.3 7.3 1.7 3.1

Ha-Jia Line N57 Sanjiedi CK48+380 CK48+765 Subgrade right 30 / -4.4 - 0.4 2.4 3.8 0 10 35 bungalow CK48+380 CK48+730 3 350 225 168.75




function 46 / -4.4 - - 1.8 3.6 46 60 / -4.4 1.4 8.3 1.7 3.1 115 / -4.4 - 5.9 1.1 2.4

Ha-Jia Line N58 Wangchaozhu Village CK50+300 CK50+630 Subgrade right 30 / -1.5 - 0.9 3.1 5.3 0 3 20 bungalow CK51+400 CK51+700 3 300 115 140.75




function 40 / -1.5 - - 2.5 3.9 40 60 / -1.5 1.6 8.5 1.8 3.7 133 / -1.5 - 5.7 1.3 2.0

Ha-Jia Line N59 Hougaoli Gouzi CK52+000 CK52+300 Bridge Left 30 / -18.1 - - 3.3 6.0 0 2 35 bungalow CK51+950 CK52+250 2.5 300 185 121.75




function 50 / -18.1 - - 2.5 4.0 50 60 / -18.1 2.4 9.5 2.9 4.0 141 / -18.1 0.5 7.4 1.8 2.9

Ha-Jia Line N60 Bajiazi CK57+210 CK57+580 Bridge Left 30 / -9.8 - 2.2 11.4 14.6 0 0 15 bungalow 75 3.75 Install sound proof window;


function 104 / -9.8 1.9 8.8 8.1 11.4 104

Ha-Jia Line N61 Xinjia Village CK59+000 CK59+290 Bridge Left 30 / -8.3 - 2.3 3.6 7.1 0 0 30 bungalow CK58+950 CK59+340 2.5 390 150 153.75




function 62 / -8.3 3.4 10.5 3.1 5.1 62 122 / -8.3 1.3 8.3 2.4 4.5

Ha-Jia Line N62 Xinglong Team 3 CK61+230 CK61+530 Cutting Left 30 / 4.1 - 1.8 3.9 6.9 0 2 30 bungalow CK61+180 CK61+580 3 400 160 188




function 58 / 4.1 - - 2.5 4.2 58 60 / 4.1 2.0 8.8 2.3 4.7 120 / 4.1 - 6.2 1.2 2.6

Ha-Jia Line N63 Zhaojia Village CK63+150 CK63+480 Bridge Left 12 / -11.7 - 0.5 5.1 8.0 8 12 40 bungalow 12 CK63+100 CK63+530 2.5 430 260 238.25 8






30 / -11.7 - - 3.2 6.0

60 / -11.7 3.0 10.1 3.0 4.5 143 / -11.7 0.8 7.6 1.8 3.8

Ha-Jia Line N64 Zhangjun Village CK63+120 CK63+400 Bridge right 12 / -11.7 - 0.5 4.9 7.9 4 2 5 bungalow 12 CK63+050 CK63+450 2.5 400 35 183.75 4






30 / -11.7 - - 3.4 5.7 60 / -11.7 3.1 10.1 2.5 4.9 120 / -11.7 1.4 8.3 2.0 3.6

Ha-Jia Line N65 Daqiao Village CK67+080 CK67+420 Bridge Left 30 / -13.4 - - 7.8 10.1 0 2 15 bungalow 85 4.25



function 60 / -13.4 2.8 9.9 10.6 12.4 60 127 / -13.4 1.0 8.0 8.3 10.4

Ha-Jia Line N66 Chenzhumao CK68+110 CK68+360 Bridge right 30 / -13.4 - - 7.7 10.9 0 0 20 bungalow 100 5



function 80 / -13.4 2.2 9.2 8.6 11.9 80

Ha-Jia Line N67 Wangzhanshan Village CK68+260 CK68+470 Bridge Left 30 / -13.4 - - 7.1 11.4 0 0 15 bungalow 75 3.75



function 120 / -13.4 1.2 8.1 8.4 12.1 120

Ha-Jia Line N68 Xiaohejia Village CK71+370 CK71+530 Subgrade Left 30 / -1.9 - 0.9 3.3 4.8 0 0 30 bungalow CK71+320 CK71+580 3 260 150 124.5




function 67 / -1.9 1.2 8.1 1.7 3.1 67 120 / -1.9 - 5.9 1.3 2.6

Ha-Jia Line N69 Minyou Village School CK80+720 CK80+820 Bridge Left 200 / -6.8 - / 2.0 3.5 0 0 60 学生 bungalow 200 CK80+670 CK80+870 2.5 200 400 95




function

Ha-Jia Line N70 Gaojia Village CK82+810 CK83+030 Bridge right 30 / -10.8 - 2.0 3.9 6.1 0 0 35 bungalow CK82+760 CK83+030 2.5 270 175 110




function 63 / -10.8 2.9 10.1 3.2 4.4 63

Ha-Jia Line N71 Cuijia Village CK95+850 CK96+280 Subgrade Left 30 / -9.6 - - 2.1 3.4 0 0 120 bungalow CK95+800 CK96+330 3 530 600 268.5




function 75 / -9.6 0.3 7.1 1.2 2.5 75 120 / -9.6 - 5.5 1.2 2.3

Ha-Jia Line N72 Meng Yong ditch CK102+600 CK103+420 Subgrad right 30 / -1.8 - 0.9 10.8 14.7 0 0 50 bungalow 250 12.5 Install sound

e proof window; meet functional


function 85 / -1.8 0.4 7.1 6.7 11.0 85

Ha-Jia Line N73 Fengjia Village CK104+700 CK105+000 Subgrade right 30 / -2.3 - 0.8 10.1 14.6 0 0 51 bungalow 255 12.75



function 160 / -2.3 - 4.9 4.7 7.6 160

Ha-Jia Line N74 Wangyifeng Village CK108+120 CK108+320 Bridge right 30 / -15.7 - - 7.4 10.3 0 0 40 bungalow 200 10



function 136 / -15.7 0.8 7.7 7.5 10.2 136

Ha-Jia Line N75 Hongfei Village CK118+200 CK119+200 Bridge 穿 12 / -30.4 - 2.3 4.2 6.1 5 5 90 bungalow 12 CK118+500 CK118+950 2.5 450 475 232.5 5






30 / -30.4 - - 2.4 5.0 CK118+750 CK119+070 2.5 320 60 / -30.4 - 5.0 2.1 4.4 120 / -30.4 0.3 7.0 1.5 3.0

Ha-Jia Line N76 Chenyuhe CK145+420 CK145+820 Bridge right 30 / -22.1 - - 7.8 11.0 0 0 60 bungalow 300 15


area requirement


75 / -22.1 1.7 8.6 8.5 12.3 75 154 / -22.1 0.1 6.9 6.8 10.1

Ha-Jia Line N77 Dagaoligou Village CK148+260 CK148+650 Bridge right 30 / -14.7 - - 7.7 11.0 0 0 28 bungalow 140 7



function 60 / -14.7 2.8 9.8 9.5 13.4 60 133 / -14.7 0.9 7.8 7.8 10.7

Ha-Jia Line N78 Caijia Village CK156+970 CK157+430 Subgrade right 30 / -3.8 - 0.5 3.0 4.5 0 5 65 bungalow CK156+920 CK157+480 3 560 350 269.5




function 46 / -3.8 - - 1.9 3.5 46 60 / -3.8 1.2 8.2 2.2 3.9 123 / -3.8 - 5.8 1.1 2.1

Ha-Jia Line N79 Beicun School CK158+630 CK158+740 Bridge Left 187 / -8.1 - / 1.7 3.8 bungalow 187 CK158+580 CK158+790 2.5 210 400 98.75




function

Ha-Jia Line N80 Xiangyang School CK167+300 CK167+460 Subgrade Left 200 / -6.1 - / 0.9 1.6 0 0 100 bungalow 200 CK167+250 CK167+510 3 260 400 137




function

Ha-Jia Line N81 Xiailian Village CK168+770 CK168+820 Subgrade Left 30 / -3.5 - 0.6 9.8 13.4 0 0 1 bungalow 5 0.25



function 70 / -3.5 0.8 7.7 7.8 11.5 70

Ha-Jia Line N82 Yihantong CK175+060 CK175+270 Bridge Left 30 / -9.1 - 2.2 11.6 15.5 0 0 5 bungalow 25 1.25



function 104 / -9.1 1.9 8.9 8.4 11.6 104 192 / -9.1 0.1 6.7 6.2 9.5

Ha-Jia Line N83 Henan Village CK177+520 CK177+800 Bridge right 18 / -8 - - 4.3 7.6 3 1 26 bungalow 18 CK177+470 CK177+800 2.5 330 135 154.5 3






30 / -8 - 2.4 4.3 6.0 60 / -8 3.6 10.7 3.0 5.3 113 / -8 1.6 8.7 2.4 3.7

Ha-Jia Line N84 Demoli CK185+090 CK186+270 Bridge 穿 12 / -11.5 - 0.5 5.4 7.2 10 10 300 bungalow 12 CK185+200 CK185+600 2.5 400 1550 307.5 10




within 30m; meet functional area

requirement or house usage

function 30 / -11.5 - - 3.3 5.6 CK185+320 CK185+620 2.5 300 60 / -11.5 3.0 10.1 3.2 4.4 130 / -11.5 1.1 8.0 2.1 3.6

Ha-Jia Line N85 Yao Village CK203+090 CK204+300 Bridge Left 30 / -8.4 - 2.4 3.4 6.0 0 4 30 bungalow CK203+090 CK203+350 2.5 260 170 106




function 41 / -8.4 - 1.5 3.5 5.7 41 60 / -8.4 3.5 10.6 3.1 5.6 150 / -8.4 0.6 7.6 2.2 3.2

Ha-Jia Line N86 Xinglong Team 1 CK202+920 CK203+320 Bridge right 30 / -7.6 - 2.5 4.2 6.1 0 4 35 bungalow CK202+950 CK203+350 2.5 400 195 159.75




function 33 / -7.6 - 2.2 3.6 6.2 33 60 / -7.6 3.5 10.7 3.7 5.4 140 / -7.6 0.8 7.9 2.6 3.5

Ha-Jia Line N87 Daluomi CK205+390 CK205+410 Subgrade Left 30 / -5.5 - - 10.7 12.2 0 0 bungalow 0 0



function 52 / -5.5 - - 8.9 12.3 52

Ha-Jia Line N88 Gaoleng CK206+800 CK207+800 Bridge Left 30 / -19.4 - - 7.7 11.1 0 2 15 bungalow 85 4.25 Install sound proof window;


function 52 / -19.4 - - 9.9 12.9 52 60 / -19.4 2.4 9.5 9.1 11.6 87 / -19.4 1.4 8.4 9.1 12.2 150 / -19.4 0.1 7.2 8.0 9.2

Ha-Jia Line N89 Zhongxing Team 2 CK206+600 CK207+620 Bridge right 12 / -19.4 - 1.2 4.7 7.4 5 10 20 bungalow 12 CK207+300 CK207+670 2.5 370 150 186.25 5






30 / -19.4 - - 2.7 5.6 60 / -19.4 2.4 9.4 2.5 4.4 140 / -19.4 0.3 7.3 2.1 3.1

Ha-Jia Line N90 Zhenjiang Village CK250+750 CK251+050 Bridge right 30 / -15.5 - - 8.5 11.5 0 0 50 bungalow 250 12.5



function 82 / -15.5 1.9 8.9 9.0 12.6 82 180 / -15.5 - 6.6 7.0 10.6

Ha-Jia Line N91 Ping’an Village CK254+770 CK255+000 Bridge Left 30 / -13.6 - - 4.1 5.9 0 2 30 bungalow CK254+750 CK255+000 2.5 250 160 101.75




function

35 / -13.6 - - 3.1 5.0 35 60 / -13.6 2.9 9.9 2.5 4.3 140 / -13.6 0.8 7.6 1.9 3.8

Ha-Jia Line N92 Aimin Village CK262+120 CK262+300 Bridge Left 30 / -34.8 - - 7.3 10.7 0 0 25 bungalow 125 6.25



function 157 / -34.8 - 6.3 6.5 8.6 157

Ha-Jia Line N93 Yangjiaogou Village CK265+420 CK265+800 Bridge right 30 / -30.6 - - 7.3 10.7 0 0 10 bungalow 50 2.5



function 173 / -30.6 - 6.1 6.6 9.6 173

N94 Yangjiaogou Village School CK265+650 CK265+750 Bridge right 151 / -30.6 - / 1.3 2.3 0 0 110 students bungalow CK265+600 CK265+800 2.5 200 400 95




function

Ha-Jia Line N95 Wuyan Village CK277+800 CK278+250 Bridge right 30 / -22.1 - - 3.3 5.4 0 2 40 bungalow 30 CK277+780 CK278+200 2.5 420 210 168




function 52 / -22.1 - - 2.2 4.8 52 60 / -22.1 2.2 9.2 2.3 4.6 150 / -22.1 0.1 6.9 1.7 3.1

Ha-Jia Line N96 Yangjia Village CK287+270 CK287+970 Bridge Left 30 / -26.8 - - 3.0 4.6 0 0 100 bungalow CK287+200 CK288+000 2.5 800 500 325 Install sound proof window



function 60 / -26.8 - 5.2 2.6 4.5 61 / -26.8 - 5.3 2.0 4.1 61 150 / -26.8 - 6.6 1.8 2.9

Ha-Jia Line N97 Xiangshun Village CK293+000 CK293+630 Bridge Left 30 / -10.6 - 2.0 11.9 15.6 0 0 20 bungalow 100 5



function 150 / -10.6 0.5 7.5 8.4 10.8 150

Ha-Jia Line N98 Zhongxin Village CK307+090 CK307+590 Bridge Left 13 / -8.6 - 0.2 5.7 8.1 2 5 70 bungalow 13 CK307+090 CK307+640 2.5 550 375 241 2






30 / -8.6 - 2.3 3.6 6.7 60 / -8.6 3.4 10.5 3.3 5.7 155 / -8.6 0.5 7.4 2.2 3.9

Ha-Jia Line N99 Xinghua Village CK308+650 CK309+100 Subgrade right 30 / -6.7 - - 2.5 3.7 0 2 150 bungalow CK308+600 CK308+950 3 350 760 195.5




function

58 / -6.7 - - 1.8 3.2 58 60 / -6.7 1.0 8.1 1.9 2.8 141 / -6.7 - 5.3 0.9 1.7

Ha-Jia Line N100 Xinghua Village School CK309+000 CK309+060 Subgrade right 128 / -6.2 - / 1.2 2.1 0 0 80 学生 bungalow 128 CK308+950 CK309+110 3 160 400 92




function

Ha-Jia Line N101 Shuanglong Village CK309+100 CK309+250 Subgrade Left 30 / -6.2 - - 9.1 12.2 0 0 4 bungalow 20 1



function 157 / -6.2 - 4.8 5.6 8.2 157

Ha-Jia Line N102 Renhe Village CK312+980 CK313+600 Subgrade right 30 / -6.5 - - 9.9 13.1 0 0 5 bungalow 25 1.25



function 192 / -6.5 - 4.3 4.1 6.8 192

Ha-Jia Line N103 Fengsheng Village CK323+300 CK323+400 Bridge right 30 / -9.5 - 2.2 11.1 15.4 0 0 2 bungalow 10 0.5



function 148 / -9.5 0.7 7.6 7.9 10.5 148

Ha-Jia Line N104 Xinhua Village CK324+600 CK324+750 Bridge Left 30 / -14.4 - - 7.4 10.8 0 0 12 bungalow 60 3



function

119 / -14.4 1.1 8.1 10.1 11.7 119

Ha-Jia Line N105 Kaoshan Village1 CK327+710 CK327+780 Bridge right 14 / -13.3 - - 9.5 13.5 3 2 0 bungalow 14 10 24.5 3

Install sound proof window,




30 / -13.3 - - 8.7 11.1

Ha-Jia Line N106 Kaoshan Village2 CK328+500 CK329+050 Subgrade right 30 / -7.8 - - 10.1 11.6 0 0 5 bungalow 25 1.25



function 179 / -7.8 - 4.2 5.2 8.0 179

Ha-Jia Line N107 Wanxing Village CK335+650 CK335+780 Bridge Left 30 / -12.3 - - 7.8 11.5 0 0 3 bungalow 15 0.75



function 127 / -12.3 1.2 8.0 7.5 11.5 127

Ha-Jia Line N108 Changlong Shijia CK336+760 CK337+300 Bridge right 23 / -12.2 - - 3.2 4.7 30 200 500 6-storey building 23 CK336+710 CK337+300 2.5 590 2021.25 30

Install upright sound

barrier,Functional replacement



23 / -6.2 - 1.1 3.5 4.6 23 / -0.2 - 2.7 4.9 6.4 30 / -12.2 - - 2.9 4.8 60 / -12.2 1.2 7.8 1.6 3.4

150 / -12.2 - 5.2 1.3 2.5

Ha-Jia Line N109 Changlong Shijia Movements Housing/Shishui Lanting CK336+950 CK337+300 Bridge Left 30 / -12.2 - - 2.4 4.3 0 200 400 6-storey

building CK336+900 CK337+350 2.5 450 168.75



function 33 / -12.2 - - 2.8 4.1 33 33 / -6.2 - 0.2 3.2 4.3 33 / -0.2 - 1.3 4.6 6.9 75 / -12.2 5.6 12.2 1.6 3.4 95 / -12.2 5.0 11.6 1.6 3.3

Ha-Jia Line N110 Jiamusi Baijinwan CK337+300 CK337+730 Bridge right 30 / -12.4 - - 2.8 4.5 0 200 600 在建楼房 CK337+300 CK337+780 2.5 480 180



function 38 / -12.4 - - 1.9 4.4 38 38 / -6.4 - - 2.8 4.0 38 / -0.4 - 0.8 3.8 5.9 60 / -12.4 1.1 7.7 1.7 3.7 130 / -12.4 - 5.8 1.5 2.4

Ha-Jia Line、Change to Sui-Jia

Line N111 Hongqi Jiayuan CK337+500 CK337+700 Bridge Left 30 / -12.4 - - 2.2 4.7 0 150 400 6-storey

building CK337+350 CK337+700 2.5 350 131.25



function 58 / -12.4 - - 2.1 3.0 58 58 / -6.4 - - 2.6 4.4 58 / -0.4 - - 2.9 5.6 75 / -12.4 5.5 12.3 1.8 2.6 130 / -12.4 4.2 10.7 1.4 2.6

Ha-Jia Line、Change to Sui-Jia N112 Glass Factory Staff Building CK337+730 CK338+000 Bridge Left 21 193 -11.2 - 0.3 -2.4 -4.1 100 100 300 8-storey

building 21 CK337+700 CK338+050 2.5 350 2000 6231.25 100 Install sound proof window

Line and upright sound barrier,




21 193 -5.2 - 5.5 -1.8 -3.1 21 193 0.8 - 7.1 0.5 -0.4 30 184 -11.2 - - -3.2 -4.7 60 170 -11.2 - 1.7 -4.0 -6.1 120 143 -11.2 - - -5.2 -7.9

N113 Jiada Community/Xinglin Nanyuan/Jialian Community CK338+220 CK339+280 Subgrad

e Left 32 12 -1.4 - 6.1 -13.1 -14.3 150 400 600 bungalow、5~8-storey building

32 CK338+170 CK339+280 3 1110 5000 9749.5 150






50 30 -1.4 - 3.2 -10.0 -11.7 60 40 -1.4 - 2.2 -8.8 -11.0 60 40 -1.4 - 2.2 -9.2 -11.2 60 40 -1.4 - 2.2 -9.0 -11.1 126 106 -1.4 - - -6.1 -9.3


Line N114 Lianheshou Staff Building/Daobian

Community/Dier Community CK338+320 CK338+900 Subgrade right 10 30 -3 - 5.8 -9.4 -10.6 112 200 400

bungalow、5~6-storey building

CK338+270 CK338+900 3 630 3000 7153.5 112




within 30m; meet



15 35 -3 - 4.8 -9.1 -10.7 15 15 35 3.4 - 6.9 -5.9 -6.7 15 35 7.4 - 7.4 -2.6 -3.1 30 50 -3 - 3.0 -8.2 -10.0 40 60 -3 - 2.0 -7.6 -9.7 60 80 -3 - 0.6 -6.6 -9.0 120 140 0.1 - - -5.0 -7.8


Line N115 Colorful Garden Community(Under

Construction) CK338+900 CK339+275 Subgrade right 30 30 0.1 - 3.5 -9.7 -11.2 0 800 800 在建楼房 CK338+900 CK339+280 3 380 171



function 38 38 0.1 - 2.6 -9.5 -10.8 38 60 60 0.1 - 0.8 -8.3 -10.1 120 120 0.1 - - -5.5 -8.7


Line N116 Jiamusi Station Community/Yijia Xiuting CK339+280 CK339+870 Subgrad

e Left 30 8 0.2 - 8.1 -13.2 -13.9 0 300 500 bungalow、

楼房 CK339+280 CK339+920 3 640 4000 488




function 52 30 0.2 - 3.5 -9.6 -11.0 55 33 0.2 - 3.1 -9.0 -10.9 55 55 33 6.2 - 3.9 -7.6 -9.0 55 33 12.2 - 4.4 -5.6 -6.5 60 38 0.2 - 2.6 -8.8 -10.6 82 60 0.2 - 0.8 -7.9 -9.8 142 120 0.2 - - -5.5 -8.6 Change to Tu-Jia N117 East Jiamusi Railway Dorm TJK574+15 TJK574+54 Subgrad Left 19 9 -0.3 - 4.6 -11.3 -13.2 10 20 100 bungalow 19 TJK574+10 TJK574+59 3 490 600 330.5 10 Install sound

Line/High Speed Train Traveling

Line

0 0 e 0 0 proof window and upright

sound barrier, functional




30 20 -0.3 - 3.0 -9.4 -11.4 40 30 -0.3 - 1.9 -8.5 -11.0 60 50 -0.3 - 5.4 -7.5 -9.7 70 60 -0.3 - 4.7 -7.6 -9.7 110 100 -0.3 - 2.9 -5.4 -8.9

Change to Tu-Jia Line/High Speed Train Traveling

Line

N118 Lianhe Village TJK576+200

TJK577+100

Subgrade right 182 30 0 - - -5.5 -7.2 0 0 400 bungalow 2000 100



function 186 34 0 - - -5.3 -6.7 186 227 75 0 3.0 11.0 -3.3 -4.6 252 100 0 3.0 10.5 -2.4 -3.9


Line

N119 Gym Community TJK577+580

TJK577+750

Subgrade right 30 20 0.1 - 4.8 -0.3 -1.2 0 0 200 bungalow 1000 50



function 40 30 0.1 - 3.3 -0.2 -1.0 182 172 0.7 3.4 11.6 0.1 -0.8 182


Line

N120 Railway Committee 5(Fengdeng Community)

TJK577+460

TJK577+960

Subgrade Left 10 10 0.7 - 7.4 -10.1 -11.7 42 80 163 bungalow 10 TJK577+41

0 TJK577+96

0 3 550 1215 644.25 42



functional




20 20 0.7 - 4.9 -8.9 -10.7 30 30 0.7 - 3.4 -8.2 -10.0 65 65 0.7 - 0.4 -6.8 -8.8 75 75 0.7 6.6 14.7 -5.7 -9.1 146 146 0.7 4.3 12.2 -4.4 -7.7


Line

N121 Railway Forest Residential TJK577+730

TJK577+950

Subgrade right 27 17 0.7 - 5.5 -0.3 -1.3 10 0 0 bungalow 27 80 10

Functional replacement



30 19 0.7 - 5.1 -0.3 -1.2 41 30 0.7 - 3.4 -0.1 -1.0 49 38 0.7 - 2.5 -0.1 -1.0


Line

N122 Railway Committee 5 TJK577+960

TJK578+600

Subgrade Left 2.5 2.5 0.6 2.7 11.5 -13.0 -14.4 60 120 200 bungalow 2.5 TJK577+96

0 TJK578+65

0 3 690 1600 870.5 60






20 20 0.6 - 4.9 -8.8 -10.8 30 30 0.6 - 3.3 -7.7 -10.2 50 50 0.6 - 1.3 -6.8 -9.6 60 60 0.6 - 0.6 -6.2 -9.2 120 120 0.6 - - -5.6 -8.2


Line

N123 Anqing Community TJK578+400

TJK578+600

Subgrade right 40 25 0.5 - 3.4 -0.9 -1.8 0 0 200 8-storey

building 1000 50



function 100 85 0.5 6.0 14.0 -0.1 -1.1 100


Line

N124 Station Communiy/Steward

Dorm/Qingnian Road Community/Student Dorm

TJK578+620

TJK579+260

Subgrade right 30 10 0.4 - 4.9 -11.7 -13.3 35 124 180 6~8-storey

building TJK578+570

TJK579+310 3 740 1520 689 35






40 20 0.4 - 3.4 -9.8 -11.6 47 27 0.4 - 2.6 -8.5 -10.9 47 47 27 6.4 - 3.2 -8.5 -10.1 47 27 12.4 - 3.7 -6.7 -8.1 50 30 0.4 - 2.2 -8.3 -11.0 80 60 0.4 - - -6.4 -9.8 135 115 0.4 - - -5.8 -8.2


Line

N125 Tietong Staff Building/Jiamusi Railway

Police Station/Works Section Office Building/Jiamusi Property Section

TJK579+260

TJK579+580

Subgrade right 35 20 0.4 - 4.0 -1.0 -2.0 0 0 100 4~8-storey

building 500 25



function 45 30 0.4 - 2.8 -0.6 -1.6 119 104 0.4 - - -0.1 -1.0 119 Change to Tu-Jia Line/High Speed Train Traveling

Line

N126 Jiamusi Post Office Building TJK579+580

TJK579+630

Subgrade right 57 27 0.5 - 1.6 -2.3 -3.2 8-storey

building 57 400 20


area requirement


60 30 0.5 - 1.4 -1.9 -3.0 90 60 0.5 - - -1.0 -2.1 130 100 0.5 - - -0.6 -1.5

N127 Sansheng Village TJK579+200

TJK579+370

Subgrade Left 26 5 0.5 - 3.9 -6.4 -7.4 10 30 50 bungalow 26 400 100 10

Install sound proof window,




51 30 0.5 - 1.3 -2.1 -3.1 81 60 0.5 - - -1.1 -2.0

Binxi Freight United Line N128 Chenggaozi K0+000 K1+510 Subgrad

e Left 24 24 0 - 7.7 -10.7 -11.6 10 100 800 bungalow 24 K+ K1+560 3 1560 4500 1007 10






30 30 0 - - -10.7 -11.2 60 60 0 4.5 14.2 -9.4 -10.6 140 140 0 1.3 10.7 -7.9 -9.8

Binxi Freight United Line N129 Heping Team 2 LCK0+000 LCK+690 Subgrad

e right 29 29 -0.3 - 7.0 -10.7 -11.5 2 20 100 bungalow 29 LCK+ LCK+740 3 740 600 379 2






function 30 30 -0.3 - - -10.5 -11.3 60 60 -0.3 4.6 14.1 -9.0 -10.6 90 90 -0.3 2.9 12.5 -8.7 -10.0

Binxi Freight United Line N130 Fanshen Village LCK1+150 LCK1+520 Cutting right 13 19 3.4 1.1 10.9 -8.7 -8.8 5 20 100 bungalow 13 LCK1+100 LCK1+570 3 470 600 281.5 5






30 36 3.4 - - -9.1 -9.6 60 66 3.4 4.8 14.4 -8.5 -9.7 120 126 3.4 2.0 11.5 -8.0 -9.5

Binxi Freight United Line N131 Fanjia Village K1+800 K2+190 Subgrad

e Left 10 10 -1.3 - 1.8 -6.7 -9.1 4 15 100 bungalow 10 K1+750 K2+240 3 490 575 281.25 4






30 30 -1.3 - - -4.4 -7.0 60 60 -1.3 - 6.1 -3.0 -5.6 100 100 -1.3 - 4.2 -2.2 -4.7

Binxi Freight United Line N132 Houguanjia K9+180 K9+260 Subgrad

e Left 30 30 0.4 - - 1.2 1.3 0 0 3 bungalow 15 0.75


area requirement


173 173 0.4 - 2.7 0.6 1.2 173

Binxi Freight United Line N133 Qianguanjia K9+180 K9+220 Subgrad

e right 30 30 0.4 - - 1.1 1.4 0 0 2 bungalow 10 0.5



function 160 160 0.4 - 3.0 0.6 1.2 160

Binxi Freight United Line N134 Dongping Village K10+130 K10+770 Subgrad

e Left 30 30 -0.4 - - 1.4 1.6 0 2 70 bungalow 360 18



function 50 50 -0.4 - - 1.1 1.5 50 60 60 -0.4 - 6.1 1.1 1.5 150 150 -0.4 - 2.9 0.7 1.4

Binxi Freight United Line N135 Lanqi Hougou Group 5 K12+680 K13+250 Subgrad

e Left 30 30 0.1 - - 1.4 1.6 0 0 40 bungalow 200 10



function 104 104 0.1 - 4.2 0.8 1.4 104

Binxi Freight United Line N136 Lanqi Hougou Group 6 K13+260 K13+570 Subgrad

e right 30 30 -2.1 - - 1.3 1.6 0 6 100 bungalow 530 26.5



function 32 32 -2.1 - - 1.2 1.6 32 60 60 -2.1 - 6.0 1.0 1.5 120 120 -2.1 - 3.8 0.7 1.3

Binxi Freight United Line N137 Sujia Village K17+050 K17+250 Subgrad

e Left 14 14 -4.3 - - 1.2 1.6 1 2 30 bungalow 14 160 16 1 Install sound proof window,




30 30 -4.3 - - 1.1 1.5 60 60 -4.3 - 6.2 0.7 1.4 120 120 -4.3 - 4.1 0.6 1.2

Binxi Freight United Line N138 Wangxifa K18+900 K19+220 Cutting right 30 30 4.7 - - 1.4 1.7 0 3 43 bungalow 230 11.5



function 53 53 4.7 - - 1.1 1.5 53 60 60 4.7 - 6.6 1.2 1.4 120 120 4.7 - 4.1 0.9 1.2

Binxi Freight United Line N139 Xiaowopeng Village K19+660 K19+890 Subgrad

e right 30 30 -0.1 - - 1.2 1.6 0 0 25 bungalow 125 6.25



function 72 72 -0.1 - 5.7 1.0 1.5 72 108 108 -0.1 - 4.1 0.8 1.3

Binxi Freight United Line N140 Nanyao K20+990 K21+200 Subgrad

e right 30 30 -4.6 - - 1.2 1.6 0 0 20 bungalow 100 5



function 94 94 -4.6 - 4.3 0.7 1.4 94

Binxi Freight United Line N141 Jiaojia Village K21+650 K22+000 Subgrad

e Left 30 30 -5.6 - - 1.2 1.6 0 0 30 bungalow 150 7.5


area requirement


88 88 -5.6 - 4.7 0.9 1.4 88 140 140 -5.6 - 3.4 0.6 1.2

Binxi Freight United Line N142 Chenjia Village K23+350 K23+640 Subgrad

e Left 30 30 -1.9 - - -4.3 -6.2 0 10 70 bungalow K23+350 K23+640 3 290 400 150.5




function 32 32 -1.9 - - -4.1 -6.7 32 60 60 -1.9 - 6.0 -3.0 -5.5 130 130 -1.9 - 3.5 -1.7 -3.7

Binxi Freight United Line N143 Xiaonan Village K26+410 K26+580 Subgrad

e right 30 30 -5 - - 1.2 1.6 0 3 30 bungalow 165 8.25



function 53 53 -5 - - 1.1 1.5 53 60 60 -5 - 6.0 1.2 1.5 120 120 -5 - 3.8 0.7 1.2

Binxi Freight United Line N144 Lizhi Xinqu K28+750 K28+810 Cutting Left 30 / 8.7 - - 7.9 13.3 0 0 2 bungalow 10 0.5



function 160 / 8.7 - 2.9 2.4 6.8 160

Binxi Freight United Line N145 Wujia Village1 K30+080 K30+280 Bridge Left 30 / -7.9 - - 8.2 13.1 0 0 30 bungalow 150 7.5



function

184 / -7.9 - 4.5 3.5 8.1 184

Binxi Freight United Line N146 Wujia Village2 K30+050 K30+190 Bridge right 30 / -7.9 - - 1.6 4.7 0 3 2 bungalow K30+000 K30+240 2.5 240 25 91.25




function 34 / -7.9 - - 1.3 5.0 34 60 / -7.9 - 8.2 1.0 3.8 100 / -7.9 - 6.7 0.8 2.7

Binxi Freight United Line N147 Minsheng Hospital(Under Construction) K30+750 K30+870 Bridge Left 30 / -14.4 - - 1.4 4.2 K30+700 K30+920 2.5 220 400 102.5




function 105 / -14.4 - 6.0 0.9 2.8 105

Binxi Freight United Line N148 Computer School Training Center(Under

Construction) K30+840 K30+880 Bridge right 30 / -14.4 - / 1.1 4.1 K30+790 K30+950 2.5 160 400 80




function 41 / -14.4 - / 1.4 3.7 41 74 / -14.4 - / 0.9 2.7

Binxi Freight United Line N149 Taiping Village K31+650 K31+790 Subgrad

e Left 30 / -2.4 - - 5.5 11.4 0 0 30 bungalow 150 7.5



function 90 / -2.4 - 4.8 4.0 6.9 90

120 / -2.4 - 3.9 3.2 6.0

Binxi Freight United Line N150 Pingjia Village K35+000 K35+180 Subgrad

e right 30 / -4.9 - - 5.1 9.9 0 0 10 bungalow 50 2.5



function 160 / -4.9 - 3.0 2.5 5.2 160

South Harbin-Chenggaozi Electrochemical

N151 Fangshen Village WSright K2+950

WSright K4+610

Subgrade right 11 11 0.1 4.9 14.8 -7.5 -7.7 15 40 300 bungalow 11 WSright

K2+900 WSright K4+640 3 1740 1700 988 15




function 30 30 0.1 1.3 1.2 -6.3 -6.8 60 60 0.1 8.6 18.5 -5.7 -6.5 120 120 0.1 5.8 15.6 -5.4 -6.1


N152 Hada Xinqu WSright K4+650

WSright K5+800

Subgrade right 19 19 3.5 3.7 13.7 -5.5 -5.7 20 40 300 bungalow 19 WSright

K4+640 WSright K5+850 3 1210 1700 789.5 20




function 30 30 3.5 1.8 1.8 -5.5 -5.8 60 60 3.5 8.8 18.8 -5.6 -5.9 120 120 3.5 5.9 15.8 -5.2 -5.9 180 180 3.5 4.2 14.0 -4.9 -5.8


N153 Hada Village WSK5+350 WSK6+120 Subgrade Left 30 30 -0.2 1.2 1.2 -6.6 -6.9 0 20 1000 bungalow WSK5+300 WSK6+170 3 870 5100 646.5




function 45 45 -0.2 - 9.6 -6.1 -6.6 45 60 60 -0.2 8.6 18.5 -5.9 -6.5 120 120 -0.2 5.8 15.6 -5.4 -6.0


N154 Heilongjiang Machinery Senior Technical School

WSright K6+380

WSright K6+470

Subgrade right 30 30 0 1.3 / -6.4 -6.8 5-storey

building WSright K6+330

WSright K6+600 3 270 400 141.5




function 80 80 0 7.4 / -5.7 -6.3 80


N155 Hanan Community WSright K6+650

WSright K7+320

Subgrade right 30 30 -0.5 1.2 1.1 -6.5 -7.0 0 200 800 4~6-storey


WSright K7+320 3 720 5000 574




function 40 40 -0.5 0.1 10.0 -6.4 -6.7 40 40 40 5.5 0.8 10.7 -5.1 -5.4 40 40 11.5 1.3 11.2 -3.3 -3.4

75 75 -0.5 12.7 22.5 -5.5 -6.4

120 120 -0.5 10.8 20.6 -5.0 -6.1


N156 Hanan Community WSright K7+320

WSright K7+600

Subgrade right 30 30 0.1 1.3 1.2 -6.3 -6.8 0 0 800 18-storey


WSright K7+650 3 330 4000 348.5




function

104 104 0.1 11.4 21.2 -5.4 -6.1 104


N157 Harbin Xingnan School WSright K8+420

WSright K8+500

Subgrade right 30 30 0.1 1.3 / -6.5 -6.8 WSright

K8+370 WSright K8+550 3 180 400 101




function 141 141 0.1 5.2 / -4.8 -6.0 141


N158 Railway Community WSK8+460 WSK8+630 Subgrade Left 28 28 -0.6 1.4 11.4 -6.7 -7.1 20 100 100 6-storey

building 28 WSK8+250 WSK8+680 3 430 1000 403.5 20




function 30 30 -0.6 1.2 1.1 -6.6 -7.0

75 75 -0.6 12.7 22.5 -5.5 -6.3


N159 Heilongjiang Medical Health School WSK8+300 WSK8+600 Subgrade Left 30 30 -0.6 1.2 1.1 -6.7 -6.9 6-storey

building 同"N155" 同"N155" 3 400 20




function 134 134 -0.6 5.3 15.2 -5.2 -6.0 134


N160 Chaoyang Village WSK9+360 WSK10+570

Subgrade Left 8 8 -10.9 - 9.4 -5.0 -5.3 10 40 500 bungalow 8 WSK9+310 WSK10+62

0 3 1310 2700 804.5 10





house usage

function 30 30 -10.9 - - -7.1 -7.6

75 75 -10.9 11.8 21.7 -6.2 -7.2

120 120 -10.9 10.4 20.2 -5.3 -6.8


N161 Luoke Town WSK10+840

WSK11+180

Subgrade Left 30 30 -7.1 - - -6.8 -7.7 0 0 500 5-storey

building WSK10+790

WSK11+230 3 440 198



function 100 100 -7.1 6.1 16.0 -6.0 -6.7 100


N162 China Railway Materials Factory Dorm SXYK+210 SXYK+300 Subgrade right 30 9 0.4 1.3 11.3 -1.3 -1.3 0 0 100 4-storey

building 500 25



function 51 30 0.4 - - 0.9 0.9 138 117 0.4 5.2 15.1 2.2 2.3 138


N163 Railway Dorm SXYK+210 SXYK+680 Subgrade Left 28 4 0.9 1.7 11.6 -13.2 -13.5 50 60 20 bungalow 28 SXYK+220 SXYK+730 3 510 400 649.5 50




function 30 6 0.9 1.4 11.4 -12.1 -12.5 54 30 0.9 - - -8.2 -8.6 60 36 0.9 - 8.6 -7.7 -8.4 84 60 0.9 7.3 17.2 -6.8 -7.6 98 74 0.9 6.6 16.5 -6.6 -7.2


N164 Tongxiang Street Slum Upgrading Planning Area SXYK+400 SXYK1+18

0 Subgrad

e Left 30 5 0.8 1.4 11.4 -12.5 -13.0 0 200 1000 SXYK+730 SXYK1+230 3 500 6000 525


and upright

sound barrier; meet functional


function 55 30 0.8 - - -8.3 -8.8 55 60 35 0.8 - 8.5 -7.8 -8.5 85 60 0.8 7.2 17.1 -7.0 -7.6 165 140 0.8 4.6 14.3 -5.3 -6.5


N165 Xiangfang No.2 Kindergarten SXYK+910 SXYK1+000

Subgrade Left 30 4 1 11.

4 21.4 -13.5 -13.8 同"N161" 同"N161" 3 400 20




function 56 30 1 - - -8.3 -8.9 183 157 1 4.1 13.9 -5.4 -6.5 183


N166 Xingfuli Community SXYK+650 SXYK+830 Subgrade right 30 7 0.1 1.3 11.2 -1.9 -2.0 0 0 80 7-storey

building 400 20



function 53 30 0.1 - - 0.8 0.8 186 163 0.1 4.1 13.8 2.1 2.4 186


N167 Gelan Yuntian(Planning) SXYK+830 SXYK1+520

Subgrade right 30 21 -1.2 1.1 11.0 -7.9 -8.4 0 50 1000 21 层住宅 SXYK+780 SXYK1+52

0 3 740 333



function 39 30 -1.2 0.1 0.1 -7.2 -7.8 60 51 -1.2 - 8.4 -6.7 -7.2 67 58 -1.2 - 7.9 -6.5 -7.1 67 69 60 -1.2 8.0 17.8 -6.2 -7.1

129 120 -1.2 5.4 15.3 -5.7 -6.4


N168 Yangguang Lvjing/Lingji Community SXYK1+180

SXYK1+680

Subgrade Left 30 10 -1.3 - 9.5 -11.3 -12.0 0 0 500 21 层住宅 SXYK1+13

0 SXYK1+73

0 3 600 270



function 40 30 -1.3 - - -8.5 -9.4 90 80 -1.3 5.5 15.3 -7.0 -8.2 90 146 136 -1.3 3.6 13.3 -6.1 -7.6


N169 Hongxing Village SXYK1+560

SXYK3+400

Subgrade right 10 10 -7.5 - 6.6 -5.0 -5.6 150 200 500 bungalow 10 SXYK1+52

0 SXYK3+45

0 3 1930 3500 2243.5 150






30 30 -7.5 - - -8.1 -9.1 60 60 -7.5 6.4 16.3 -7.4 -8.7 120 120 -7.5 4.1 13.8 -6.2 -7.8


N170 Diantan Staff Community(To Be Demolition, Planning of New Community) SXK4+670 SXK5+300 Subgrad

e Left 30 20 0.4 - 9.8 -9.2 -9.7 0 0 800 bungalow SXK4+620 SXK5+300 3 680 4000 506




function 40 30 0.4 - - -8.5 -9.2 90 80 0.4 5.6 15.3 -6.9 -8.0 90


N171 Financial College(Planning) SXK5+300 SXK5+430 Subgrade Left 30 20 0.4 9.9 19.8 -9.1 -9.7 bungalow SXK5+300 SXK5+480 3 180 400 101




function 40 30 0.4 - - -8.5 -9.2 100 90 0.4 5.1 14.9 -6.6 -7.9 100


N172 Hongwei Village SXYK5+300

SXYK5+880

Subgrade right 26 26 0.1 0.4 10.3 -7.9 -8.4 5 30 400 bungalow 26 SXYK5+25

0 SXYK5+86

0 3 610 2150 422 5






30 30 0.1 - - -7.6 -8.2 60 60 0.1 7.1 17.0 -6.9 -7.8 120 120 0.1 4.4 14.1 -6.0 -7.3


N173 Daobian Bungalow/Xiangkai Liyuan SXK6+650 SXK7+160 Subgrade Left 27 12 0 0.2 10.1 -10.6 -11.3 10 0 500 bungalow 27 SXK6+600 SXK7+210 3 610 2500 479.5 10






30 15 0 - 9.7 -10.2 -10.8 45 30 0 - - -8.7 -9.6 120 105 0 4.4 14.1 -6.4 -8.0


N174 Xinxiangfang SXK7+700 SXK8+420 Subgrade Left 25 15 0.1 0.5 10.4 -9.6 -10.3 30 30 200 bungalow 25 SXK7+650 SXK8+470 3 820 1150 666.5 30






30 20 0.1 - 9.7 -9.1 -9.7 40 30 0.1 - - -8.4 -9.2 60 50 0.1 - 7.0 -7.6 -8.5 70 60 0.1 6.5 16.4 -7.3 -8.4 120 110 0.1 4.4 14.1 -6.3 -7.7


N175 Hazhou Street Community BSK16+150 BSK16+290 Subgrade Left 30 30 0.7 - - 1.5 1.5 0 0 100 bungalow 500 25



function 60 60 0.7 7.2 17.0 1.5 1.5 154 154 0.7 3.5 13.1 1.3 1.5 154


N176 Mingsheng Village BSK16+600 BSK16+930 Subgrade Left 30 30 1 - - -7.4 -8.0 0 0 100 bungalow WSK16+55

0 WSK16+98

0 3 430 500 218.5




function 64 64 1 7.0 16.9 -6.6 -7.6 64 120 120 1 4.6 14.3 -5.8 -7.3


N177 ChenggaoziCourt/Xinrui Jiayuan/Daobian Bungalow BSK18+780 BSK19+000 Subgrad

e Left 16 16 0.3 2.3 12.2 -8.2 -8.6 10 0 100 bungalow、

6-storey building

16 WSK18+730

WSK19+050 3 320 500 249 10






function 30 30 0.3 - - -7.5 -8.2 60 60 0.3 7.2 17.1 -6.7 -7.7 99 99 0.3 5.3 15.0 -6.1 -7.4


N178 Harbin No.46 Middle School BSK19+280 BSK19+370 Subgrade Left 30 30 0.6 - / -7.4 -8.0 1~4-storey

building BSK19+220 BSK19+370 3 150 400 87.5




function 134 134 0.6 4.1 / -5.7 -7.2 134


N179 Chenggaozi(Current Bungalow, Planning Storied House ) BSK19+370 BSK19+862 Subgrad

e Left 30 30 0.8 - - -7.4 -8.0 0 0 500 bungalow BSK19+370 BSK19+790 3 420 2500 314




function 110 110 0.8 4.9 14.6 -5.9 -7.3 110

Notes: ”/”means no according standard in the “Standard Value”, “—”means not over the standard in the “over standard value”, “/”means wrong standard in the “over standard value.

Appendix 2: Vibration Mitigation Measures

Section No. Names of Sensative Points Beginning Mileage Ending Mileage Line Type Position

Distance between Monitoring Point to Ground(m)

Distance from Monitoring Points to External Rail Central Line(m)

Overstandard Value outdoor (dB)

Over 80（dB） Number of affected households within 30m

Number of affected households in transition area

Vibration Mitigation Measures

Project Line Existing Line Day Night Day Night Emigrated Households

Investment(ten thousand yuan)

V1 Northeast China Revolutionary Martyrs Memorial Hall

BJCK+640 BJK+760 Cutting Right -8 23 23 / / - -

Cutting -8 30 30 - - - -

V4 Xiehe Hospital BJK+860 BJK+960 Cutting Right -14.4 24 24 / / - -

Cutting -14.4 30 30 - - - -

V5 Land Resources Bureau 、

Highway Bureau BJK+960 BJK1+090 Cutting Right -5.2 18 18 / / - -

Cutting -5.2 30 30 - - - -

V6 Hayi 1st Hospital BJK+960 BJK1+250 Cutting Right -5.2 20 20 / / - -

Cutting -5.2 30 30 - - - - V8 Hayi Hospital Staff BJK1+200 BJK1+340 Cutting Right -4 26 26 / / - - 70 0 Cutting -4 30 30 - - - -

V9 Ha’erbin Medical University Student Building

BJK1+340 BJK1+460 Cutting Right -3.2 45 45 - - - -

V14 Nanba /Southern Dam Residential Building

BJK+880 BJK1+270 Subgrade Left 0 25 20 / / - - 65 360

Subgrade 0 35 30 - - - - V15 No.53 middle school BJK1+020 BJK1+100 Subgrade Left 0.6 61 52 - - - - V17 Antarctic international BJK1+370 BJK1+700 Subgrade Left 0.5 66 57 - - - - 0 600

V18 Binjiang Street Staff Building,Residential Bungalow

BJK1+810 BJK2+130 Subgrade Left 0.9 41 30 - - - - 10 100

V20 Jile Community BJK2+740 BJK3+030 Subgrade Left 0 93 35 - - - - 0 300

V21 Binjiang New Town BJK3+030 BJK3+700 Subgrade Left -0.1 33 16 / / - - 200 200 Subgrade -0.1 47 30 - - - - V22 DafangliCommunity1 BJK1+820 BJK2+550 Subgrade Right 0 30 30 - - - - 0 240

V24 Education Bureau, Daowai district

BJK2+390 BJK2+530 Subgrade Right 0 55 55 - - - -

V26 DafangliCommunity2 、

Yongping Community BJK2+550 BJK3+730 Subgrade Right -1 55 55 - - - - 0 600

V28 New Sun kindergarten BJK3+060 BJK3+130 Subgrade Right -1 57 57 - - - -

V29 Lihua Community,Shanghe Town

BJK3+730 BJ 改 CK4+580 Subgrade Right 0.4 24 24 / / - - 200 600

0.4 30 30 - - - -

V31 Urban Management Bureau,Daowai district

3770 3890 Subgrade Right 0.4 26 26 / / - - 0 0

0.4 30 30 - - - -

V33 Teacher continuation school ,Daowai district,Ha ’

erbing BJK3+700 BJ 改 CK3+820 Subgrade Left 0 67 57 - - - - 0 0

V34 Gongyi Street community Bungalow

BJ 改 CK3+820 BJ 改 CK4+700 Subgrade Left 1 14 5 / / 4 4.1 78 100 78 624

1 39 30 - - - -

V35

3 Trees Community, Pinghu community,Cement Plant Staff Building, Railway vehicle factory Bungalow

CK+310 CK+800 Subgrade Right 0.3 60 60 - - - - 0 0

V36 Xiangtai Mingyuan community CK+920 CK1+200 Subgrade Right 4.5 140 60 - - - - 0 0

V37 Xinjiang Bridge Street Bungalow

CK+300 CK+700 Subgrade Left 1 8 8 / / 3.3 3.3 20 30 20 160

1 30 30 - - - -

V40 Water Source community Bungalow 1

CK1+600 CK2+850 Bridge Left 14.8 10 / / / - - 61 76

14.8 30 / - - - -


CK1+600 CK2+500 Bridge Right 14.8 10 / / / - - 20 50

14.8 30 / - - - -


JNYK1+510 JNYK1+900 Subgrade Right 1 42 2 / / 9.6 9.6 100 200

1 71 30 - - - - V43 Beigang village CK3+010 CK3+500 Bridge Right 17.5 28 / / / - - 5 30 17.5 30 / - - - - V44 Front 5 trees CK5+950 CK6+250 Bridge Left 14.4 40 / - - - - 0 3 V46 Xinli village CK13+010 CK13+830 Bridge Right 11.8 28 / / / - - 2 0

11.8 30 / - - - - V47 Yan family village CK14+820 CK15+470 Subgrade Right 3.4 22 / / / - - 1 5 3.4 30 / - - - - V49 Shangbali CK21+320 CK21+660 Bridge Left 8.2 55 / - - - - 0 1 V54 Phoenix Mountain village CK37+970 CK38+290 Subgrade Left 8.2 20 / / / - - 5 5 8.2 30 / - - - - V56 Zhai family hillock CK42+900 CK43+250 Subgrade Right 12.4 60 / - - - - 0 0 V57 Sanjiedi CK48+380 CK48+765 Subgrade Right 5.6 30 / - - - - 0 10 5.6 46 / - - - - V58 Wangchaozhu village CK50+300 CK50+630 Subgrade Right 2.7 40 / - - - - 0 3 V59 Hougaoligouzi CK52+000 CK52+300 Bridge Left 19.3 50 / - - - - 0 2 V62 Xinglong 3rd team CK61+230 CK61+530 Cutting Left -2.9 58 / - - - - 0 2 V63 Zhao family village CK63+150 CK63+480 Bridge Left 12.9 12 / / / - - 8 12 12.9 30 / - - - - V64 Zhangjun village CK63+120 CK63+400 Bridge Right 12.9 12 / / / - - 4 2 12.9 30 / - - - - V65 Big Bridge village CK67+080 CK67+420 Bridge Left 14.6 59 / - - - - 0 2 V75 Hongfei village CK118+200 CK119+200 Bridge Penetrate 31.6 12 / / / - - 5 5 31.6 30 / - - - - V78 Cai family village CK156+970 CK157+430 Subgrade Right 5 46 / - - - - 0 5 V83 Henan village CK177+520 CK177+800 Bridge Right 9.2 18 / / / - - 3 1 9.2 30 / - - - - V84 Demoli CK185+090 CK186+270 Bridge Penetrate 12.7 12 / / / - - 10 10 12.7 30 / - - - -

V85 Yao village CK203+090 CK204+300 Bridge Left 9.6 41 / - - - - 0 4 V86 Xinglong 1st team CK202+920 CK203+320 Bridge Right 8.8 33 / - - - - 0 4 V87 Daluomi CK205+390 CK205+410 Subgrade Left 6.7 23 / / / - - 0 1 6.7 30 / - - - - V88 Gaoleng CK206+800 CK207+800 Bridge Left 20.6 52 / - - - - 0 2 V89 Zhongxing 2nd team CK206+600 CK207+620 Bridge Right 20.6 12 / / / - - 5 10 20.6 30 / - - - - V91 Pingan village CK254+770 CK255+000 Bridge Left 14.8 35 / - - - - 0 2 V95 Wuyan village CK277+800 CK278+250 Bridge Right 23.3 52 / - - - - 0 0 V98 Zhongxin village CK307+090 CK307+590 Bridge Left 9.8 13 / / / - - 2 5 9.8 30 / - - - - V99 Xinghua village CK308+650 CK309+100 Subgrade Right 7.9 58 / - - - - 0 2 V105 Kaoshan village1 CK327+710 CK327+780 Bridge Right 14.5 14 / / / - - 3 2 14.5 30 / - - - - V108 Xinglong Shijia CK336+760 SCK337+300 Bridge Right 13.4 23 / / / - - 30 200 13.4 30 / - - - -

V109 Xinglong Shijia return to original houses

CK336+950 CK337+300 Bridge Left 13.6 33 / - - - - 200 200

V110 Baijin Bay, Jiamusi CK337+300 CK337+730 Bridge Right 13.6 38 / - - - - 200 200

V111 Hongqi Jiayuan CK337+500 CK337+700 Bridge Left 13.6 58 / - - - - 0 150

V112 Glass factory Staff building CK337+730 CK338+000 Bridge Left 12.4 21 193 / / - - 100 100

12.4 30 202 - - - -

V113 Daobian Bungalow, Xinglin Nanyuan, Jialian community

CK338+220 CK339+280 Subgrade Left 2.6 12 12 / / 0.2 0.4 150 400 150 1200

2.6 30 30 - - - -

V114 Lianheshou Staff Building, Daobian community, Dier community

CK338+320 CK338+900 Subgrade Right 4.2 15 35 / / - - 112 200

4.2 30 50 - - - -

V115 7 colors garden community(under construction)

CK338+900 CK339+275 Subgrade Right 1.1 38 38 - - - - 0 800

V116 Jiamusi station community, Yijia Xiuting

CK339+280 CK339+870 Subgrade Left 1 33 33 - - - - 0 300

V117 East Jiamusi railway dormitory TJK574+150 TJK574+540 Subgrade Left 1.5 19 9 / / 1.4 1.7 10 20 10 80

1.5 40 30 - - - -

V120 Railway Five wei(Fengdeng community)

TJK577+460 TJK577+960 Subgrade Left 0.5 10 10 / / 1 1.2 42 80 42 336

0.5 30 30 - - - -

V121 Railway Forest field Building TJK577+730 TJK577+950 Subgrade Right 0.5 17 17 / / - - 10 10

0.5 30 30 - - - -

V122 Railway Five wei TJK577+960 TJK578+600 Subgrade Left 0.6 2.5 2.5 / / 7 7.3 60 120 60 480

0.6 30 30 - - - -

V124 Front station community, steward apartment, Youth road community, Student apartment

TJK578+620 TJK579+260 Subgrade Right 0.8 37 27 / / - - 35 124

0.8 40 30 - - - -

V126 Jiamusi post office building TJK579+580 TJK579+630 Subgrade Right 0.7 53 24 / / - -

0.7 59 30 - - - -

V127 Sanshengtun TJK579+200 TJK579+370 Subgrade Left 0.7 26 5 / / 4 4.2 10 30 10 80

0.7 51 30 - - - -

V128 chenggaozi K+ K1+510 Subgrade Left 1.2 24 24 / / - - 10 100

1.2 30 30 - - - -

V129 Hengping 2nd team LCK+ LCK+690 Subgrade Right 1.5 29 29 / / - - 2 20

1.5 30 30 - - - -

V130 Fanshen village LCK1+150 LCK1+520 Cutting Right -2.2 13 19 / / 4.1 4.1 5 20 5 40

-2.2 24 30 / / - -

V131 Fan family village K1+800 K2+190 Subgrade Left 2.5 10 10 / / 2.8 2.8 4 15 4 32

2.5 30 30 - - - -

V134 Dongfeng village K10+130 K10+770 Subgrade Left 1.6 50 50 - - - - 0 2

V136 Lanqi Hougou 6th group K13+260 K13+570 Subgrade Right 3.3 32 32 - - - - 0 6

V137 Su family village K17+050 K17+250 Subgrade Left 5.5 14 14 / / - - 1 2

5.5 30 30 - - - -

V138 Wangxifa K18+900 K19+220 Cutting Right -3.5 53 53 - - - - 0 3

V142 Chen family village K23+350 K23+640 Subgrade Left 3.1 32 32 - - - - 0 10

V143 Xiaonan village K26+410 K26+580 Subgrade Right 6.2 53 53 - - - - 0 3

V146 Wu family village 2 LDK30+050 LDK31+190 Bridge Right 9.1 34 / - - - - 3 3

V148 Training center of computer school(under construction)

LDK30+840 LDK30+880 Bridge Right 15.6 41 / - - - -

V151 Fangshen village WSRightK2+950 WSRightK4+610 Subgrade Right 1.1 11 11 / / 2.4 2.4 15 40 15 120

1.1 30 30 - - - -

V152 Hada new community WSRightK4+650 WSRightK5+800 Subgrade Right -2.3 19 19 / / - - 20 40

-2.3 30 30 - - - -

V153 Hada village WSK5+350 WSK6+120 Subgrade Left 1.4 45 45 - - - - 0 20

V155 Hanan community WSRightK6+650 WSRightK7+320 Subgrade Right 1.7 40 40 - - - - 0 200

V158 Railway community WSK8+410 WSK8+630 Subgrade Left 1.8 28 28 / / - - 20 100

V160 Chaoyang village WSK9+360 WSK10+570 Subgrade Left 12.1 8 8 / / 3.7 3.7 10 40 10 80

12.1 30 30 - - - -

V163 Railway dormitory SXYK+210 SXYK+680 Subgrade Left 0.3 28 4 / / 6.8 6.8 50 60 50 400

0.3 54 30 - - - -

V164 Tongxiang street slum improvement planning area

SXYK+400 SXYK1+180 Subgrade Left 0.4 55 30 - - - - 0 200

V167 Gelan Yuntian(planning) SXYK+830 SXYK1+520 Subgrade Right 2.4 67 58 - - - - 0 50

V169 Hongxing village SXYK1+560 SXYK3+400 Subgrade Right 8.7 10 10 / / 2.8 2.8 150 200 150 1200

8.7 30 30 - - - -

V172 Hongwei village SXYK5+300 SXYK5+880 Subgrade Right 1.1 26 26 / / - - 5 30

1.1 30 30 - - - -

V173 Daobian Bungalow, Xianglai Liyuan

SXK6+650 SXK7+160 Subgrade Left 1.2 27 12 / / 2 2 10 0 10 80

1.2 45 30 - - - -

V174 Xinxiangfang SXK7+700 SXK8+420 Subgrade Left 1.1 25 15 / / 1 1 30 30 30 240

1.1 40 30 - - - -

V177 Cenggaozi Courthouse, Xinrui Jiayuan,Daobian Bungalow

BSK18+780 BSK19+000 Subgrade Left 0.9 16 16 / / 0.7 0.7 10 0 10 80

0.9 30 30 - - - - Note:（1） /”means no correspondent standard, “-”refers to up to the criteria;

Appendix 3: Table for Analysis of Influence of Tunnel Leakage on Residents’ Drinking Water

S/N Overview of tunnel Length Overview of hydrogeology in tunnel areas Condition of villages Environmental impact assessment of project Project measures

1

Shengli Tunnel

CK117+240~

CK117+545

305

The stratum of tunnel site areas is Variscan (γ4) granite, which is suffered complete weathering and covered with the Quaternary Upper Pleistocene clay, silty clay and silt of slope deposit and diluvium. The elevation of tunnel is 190m and the maximum burial depth is 34m and the type of underground water is bedrock fissure water The fixed water level of underground water is 164.2m and the elevation of tunnel is higher than the fixed water level of underground water.

The Hongfei Village is 640m in distance with the exit with 100 households and the deep phreatic water of 100m is used and the well depth of some households is about 10m.

The tunnel is small in length and shallow in burial depth and has small influence on the resident drinking water.

Watering plugging measures shall be taken in time if water surges occur in the period of construction. Observation shall be strengthen for the water source well of resident near the entrance and exit of tunnel in construction period, if the sharp decrease occurs as to the water level and water yield, comprehensive analysis shall be made for the reasons and measures shall be made in time and the monitoring cost is RMB 20,000; the reserved compensation for leakage water of resident in construction period is RMB 100,000.

2

Ping’an Tunnel

CK123+850~

CK125+085

1235

The stratum of tunnel site areas is Variscan (γ4) granite, which is suffered from complete weathering to moderate weathering and covered with the Quaternary Upper Pleistocene silty clay of slope deposit and diluvium. The elevation of tunnel is 230-246m and the burial depth is 20-86.5m and the type of underground water is bedrock fissure water. The fixed water level of underground water is 177.5m and the elevation of tunnel is higher than the fixed water level of underground water.

N/A

The elevation of tunnel is higher than the fixed water level of underground water and there will be no loss for underground water. There is no resident near the tunnel and there will be no influence on the resident drinking water.

Watering plugging measures shall be made in time if water surges occur in the period of construction.

3

Fangzheng Tunnel

CK131+110~

CK133+635

2525

The stratum of tunnel site areas is Variscan (γ4) granite, which is suffered from complete weathering and intensive weathering and covered with the Quaternary Upper Pleistocene silty clay of slope deposit and diluvium. The type of underground water is bedrock fissure water and the water yield property is not good. The elevation of tunnel is 231.6-238.7m and the burial depth is 94m and the elevation of tunnel is higher than the fixed water level of underground water.

N/A

The elevation of tunnel is higher than the fixed water level and there will be no loss for underground water. There is no resident near the tunnel and there will be no influence on the resident drinking water.

Watering plugging measures shall be made in time if water surges occur in the period of construction.

4

Yilan No.1 Tunnel

CK256+400~

CK257+550

1150

The stratum of tunnel site areas is Protozoic (Pt1) gneiss, which is suffered from complete weathering to moderate weathering and it may exist in the fault fracture zone and it is covered with the Quaternary Upper Pleistocene silty clay of slope deposit and diluvium. The elevation of tunnel is 119.3-127.3m and the maximum burial depth is 68m. The type of

Elevation of the tunnel is slightly higher than the groundwater level. This project may lose groundwater. But Dalama Village is located in the south bank of the Woken River and the site of tunnel is in north bank.

In case of water burst in construction, water plugging measures should be adopted in time.

Strengthen hydrogeological survey and plugging leakage points in construction. Implement construction of tunnel section with sensitive underground water in the principle of “giving priority to plugging and controlling drainage”; Implement geological forecast in advance and adopt corresponding measures according to drilling data in construction period; the spring water points shall be monitoring and plugging measures shall be made in time if there is sharp decrease occurs as to the water level and water yield and the cost for the monitoring is

underground water is bedrock fissure water and the fixed water level of underground water is 118.5m and the elevation of tunnel is slightly higher than the fixed water level of underground water.

Groundwater systems of the two places are less related, thus tunnel construction has a small impact on villagers’ drinking water.

RMB 50,000. The measures of leading spring, digging deep wine and sending water by vehicle shall be made as to the residents influenced in the construction.

5

Yilan No. 2 Tunnel

CK258+120~

CK259+050

930

The stratum of tunnel site areas is the lower Protozoic (Pt1) gneiss, which is suffered from complete weathering to moderate weathering and it may exist in the fault fracture zone and it is covered with the Quaternary Upper Pleistocene silty clay of slope deposit and diluvium. The elevation of tunnel is 124.3-127.1m and the maximum burial depth is 62m. The type of underground water is bedrock fissure water and the fixed water level of underground water is 118.5m and the elevation of tunnel is slightly higher than the fixed water level of underground water.

The Ma’anshan Nanfentun is 900m away from the exit of tunnel and the shallow pore water is used.

The elevation of tunnel is slightly higher than the e fixed water level of underground water and there is the possibility of loss of underground. There is no resident near the tunnel and there is no influence on the resident drinking water.

Watering plugging measures shall be made in time if water surges occur in the period of construction. Observation shall be strengthen for the water source well of resident near the entrance and exit of tunnel in construction period, if the sharp decrease occurs as to the water level and water yield, comprehensive analysis shall be made for the reasons and measures shall be made in time and the monitoring cost is RMB 30,000; the reserved compensation for leakage water of resident in construction period is RMB 100,000.

6

Monkey Rock Mountain Tunnel

CK318+050~

CK321+750

3700

The surface of tunnel is covered with Quaternary Upper Pleistocene diluvium (Q3

dl+pl), silty clay, clay, fine and coarse breccias soil, Underlying upper cretaceous (K2) tuff and rhyolite and Underlying lower cretaceous (K1) sandy mudstone. There are 3 fault zones in the range of tunnel. The brief introduction is as follows. F1: normal fault, fault strike is 119 º and occurrence is 41º ∠25 º, the fracture zone is about 100m in width with hanging side of tuff and heading side of rhyolite; F2: property unknown, fault strike is 119 º, tuff in the direction of small range and rhyolite in the direction of big range and speculated fracture zone; F3: Parallel displacement fault, property unknown and speculated fracture zone. The type of underground water in tunnel areas mainly includes the quarterly pore phreatic water and bedrock fissure water. The bedrock fissure phreatic water is widely distributed and it mainly in the shallow part and it is contained in the weathered zone of bed rock, weathering fracture and joint fracture and the water level and water yield are obviously influenced by seasonal rainfall. The elevation is 128.4-143.1m and the maximum burial depth is 110m and the fixed water level of underground water is 164.6m. The elevation of tunnel is lower than the underground water level and there is the possibility of large amount of loss of underground water.

N/A

There is the possibility of a large amount of loss of underground water, but there is no resident near the tunnel, so there is no influence on the resident drinking water.

Strengthen hydrogeological survey and plugging leakage points in construction. Implement construction of tunnel section with sensitive underground water in the principle of “giving priority to plugging and controlling drainage”; Implement geological forecast in advance and adopt corresponding measures according to drilling data in construction period.

Appendix 4: Mitigation Measures for Water Source Protection Area

Drinking Water Source

Overview of Water Source Mutual Location Relation between the Engineering

and Water Source Impact Analysis of Water Source by Engineering Control Measures

Yilan County concentrated

drinking water source

Yilan County concentrated drinking water source is located in southeast of Yilan Town with a distance of 5km. Geographic coordinates are 120°33′east longitude and 46°19′north latitude. The water source mainly supplies water to Yilan Town and it serves the population of 80,000-100,000. The type of underground water in water source is underground pore phreatic water. The aquifer is Quaternary Holocene series and sand gravel layer. The clay and mild clay are within 3m of the surface while Holocene sand and sand gravel are below 3m. Underground burial depth is 4m. The thickness of aeration zone is 4-5m. The thickness of aquifer is 4-15m. The supply is meteoric water and Peony River infiltration and lateral supply by groundwater in the upstream. The direction is west-north-east. The slope is 1.5/1000. Amount of supply is 2.14×104m3/d. There are totally 7 wells and 1 water point for water source monitoring.

The distance between Harbin-Jiamusi railway and the nearest 5# well in Class II protection area is more than 400m and it does not involve the range of Class I and Class II protection areas of water source.

1. Impact analysis and Evaluation of Water Environment in Water Source by Subgrade Engineering The elevation of underground steady water level is 115m. The elevation of subgrade is about 135m. The subgrade is filled 3-8m. Burial depth of water level is more than 12m. Furthermore, subgrade elevation is 20m higher than groundwater level. Thus, foundation excavation of subgrade engineering will not touch the aquifer. Subgrade construction will not influence underground water in water source. 2. Influence on Water Source Quality by Bridge Construction There is no heavy metal, toxic and organic pollutants in the mud. Furthermore, non-toxic additives content is low. The time period of mud in use is short (in drilling process). Generally, it has a little influence on underground water quality. Besides, the distance between bridge engineering and the nearest water source well is above 2,000m. Thus, construction will not influence water source quality. 3. Influence on Engineering Water Source Supply The engineering adopts the form of Peony River Grand Bridge and it spans Peony River from northwest to southeast. The bridge trend is almost consistent with flow direction (west-north-east) of underground water of lateral supply by Peony River. Thus, foundation construction of Peony River Grand Bridge will not cause separation of

1. Control Measuresin Construction Period (1) Before construction, carry out environmental protection trainings on construction personnel, reinforce their awareness of environmental protection, normalize construction activities and avoid unnecessary pollution processes. Construction vehicles should not enter the scope of water sources. (2) Arrange the construction site in a reasonable way; do not set track laying base, beam fabrication and storage yard, soil borrow area and spoil ground near water source protection areas. Construction shortcuts should utilize existing village/town roads as far as possible. Construction site should be arranged within water source protection areas. (3) It is prohibited to set temporary facility such as construction camp in the range of nearby water source protection area. The construction camp is set outside of protection area of drinking water source. Besides, construction camp shall be far away from protection area so as to prevent polluting water due to infiltration of life sewage and domestic waste. It needs to set temporary and simple sewage treatment facility such as temporary collecting basin and digestion tank in concentrated settlement for constructors. Besides, provide fecal suction truck for transporting life sewage regularly; domestic waste shall be cleaned and transported in time. (4) The storage yard of building materials containing harmful substance (such as cement) shall be far away from water source. It needs to provide rainproof and rain-shielding facilities to all kinds of road materials. Make sure not to pour cement material on the ground. Engineering waste shall be carried away in time and they cannot be put in each protection area of water source. (5) It is required to strictly manage construction machinery and transportation vehicle which are near protection area. Oil leakage and pouring waste oil at will are strictly prohibited; it is prohibited to set storage and maintenance workshop for mechanical vehicle in each protection area. (6) Maintenance point of construction machinery shall be far away from protection area. Besides, set hardened ground and drying tank and prevent soil pollution caused by mechanical maintenance and cleaning sewage and prevent underground water pollution caused by infiltration. Strengthen overhaul of construction machinery and implement strict construction management. Besides, reduce running, emitting, dripping and oil leakage of construction machinery. Set small oil separation and oil collecting basin pretreatment which includes oil production sewage. (7) Try to implement organization and design in a well-regulated way in construction near protection area. Take effective measures for temporary taking and discarding soil, stocking and mud near protection area and complete civilized construction.

underground water. While, subgrade engineering is on the ground, thus, it will also not cause separation of underground water. 4. Impact Analysis of Station Yard Engineering After the sewage drained from Yilan Station is collected in a concentrated way and treated in digestion tank, it meets GB8978-1996 Integrated Wastewater Discharge Standard Class III. Finally, it passes into sewage treatment plant. Thus, it will not influence underground water quality. 5. Impact analysis of temporary engineering Domestic waste and life sewage which are produced by staff on construction site and the camp pollute the soil in the area. For such impact, avoid harmful effects of water source quality through strengthening management, for instance, cleaning and outward transporting domestic waste in a concentrated way, prohibiting discharging life sewage disorderly and disposing in a concentrated way.

(8) The construction organization actively gets in touch with department in charge of each protection area and it arranges construction strictly according to relevant protection regulations. Besides, it shall implement construction organization and site layout reasonably. The layout of large construction machinery shall be far away from protection area. (9) Take anti-seepage measures for mud pool during drilling pile construction. The sludge after sedimentation treatment is transported to the place which is outside of protection area designated by Administrative Department. The residual soil which is excavated from drilling pile foundation pit shall be transported to designated spoil ground outside of protection area. (10) It is advised to increase full-time or part-time construction and environmental protection management and part-time environmental protection supervising engineer so as to strengthen preparation and implementation of specific environmental protection measures, complete prevention first and prevent polluting water. (11) Strengthen underground water monitoring of water source in construction period and increase frequency of water quality monitoring so as to make sure to understand possible influence and degree of influence on underground water environment timely and accurately by construction period. (12) Before construction, it is required to establish emergency and early warning mechanism. If accidents happen in construction and they cause water pollution, report to Yilan County Environmental Protection Bureau and Water Conservancy Bureau in time for adopting emergency measures to control water source pollution. 2. Protective Measures for Influenceon Underground Water in Railway Operation Period (1) According to the requirement of water source of drinking water in Law on Prevention and Control of Water Pollution, set up specific geographical landmarks and obvious warning mark at the boundary of water source protection area of drinking water so as to prompt the train to run safely and smoothly and avoid sudden accident. (2) After the sewage drained from Yilan Station is collected in a concentrated way and treated in digestion tank, it meets GB8978-1996 Integrated Wastewater Discharge Standard Class III. Finally, it passes into sewage treatment plant. (3) Implement concentrated collection and treatment of rainfall flood on subgrade in nearby water source.

Appendix 5: Sewage Treatment Measures

No. Station Names

Sewage Amount(m3/d) This Design Assessment and Suggestions

Standards Old Life Sewage

Old Manufacture

Sewage

New Life Sewage

New Manufacture Sewage Treatment Process Discharge Direction

Treatment Technology

(Including the old improved by the new)

Discharge Direction

1 Binjiang Station 6 / 2 / Digestion Tank

Drained to the Sewage Treatment Plant

As designed As designed Integrated Wastewater Discharge Standard (GB8978-1996)

Class III

2 Taiping Bridge Station 4 / 2 / Digestion Tank



Class III

3 Binxi North Station / / 8

/ Digestion Tank

Binxi Development Sewage Treatment Plant


Class III

4 Binxi East Station / /

4

/ Digestion Tank,

SBR TREATMENT EQUIPMENT

Drained to Nearby Ditches As designed As designed Integrated Wastewater Discharge Standard (GB8978-1996)

Class I

5 Binzhou / / 34

/ Digestion Tank

Drained to Binzhou Sewage Treatment Plant


Class III

6 Xinxiangfang Station 7.5 / / / Digestion Tank

Nearby Ditches Adding SBR Sewage Treatment

Equipment Nearby Ditches

Integrated Wastewater Discharge Standard (GB8978-1996) Class I

7 Chenggaozi Station 4 / / / Digestion Tank

Nearby Ditches Adding SBR Sewage Treatment

Equipment Nearby Ditches

Integrated Wastewater Discharge Standard (GB8978-1996) Class I

8 Shengli Town / /

17

/ Digestion Tank,



Class I

9 Shuanglonghu Station / /

15

/ Digestion Tank,

SBR Sewage Treatment Equipment


Class I

10 Fangzheng Station / / 25

/ Digestion Tank



Class III

11 Demoli Station / /

7

/ Digestion Tank,



Class I

12 Gaoleng Station / /

25

/ Digestion Tank,



Class I

13 Dalianhe Station / /

11

/ Digestion Tank,



Class I

14 Yilan / / 25

/ Digestion Tank



Class III

15 Hongkeli / /

25

/ Digestion Tank,



Class I

16 Binxi Station 8 / 0.5

/ Digestion Tank Nearby Ditches

Adding SBR Sewage Treatment Equipment

As designed Integrated Wastewater Discharge Standard (GB8978-1996)

Class I

17 Front Huojiatun Station / / 8

/ Digestion Tank Regular Transport As designed As designed

Integrated Wastewater Discharge Standard (GB8978-1996) Class III

18 Hougoutun Station / / 8



19 Lujiagou Line Station / / 8



20 Ping’antun / / 10

/ Digestion Tank Drained to Nearby Ditches

Adding SBR Sewage Treatment Equipment

As designed Integrated Wastewater Discharge Standard (GB8978-1996)

Class I

21 Jiamusi Motor Train Set Parking Yard

/ / 85( Including 81 m3/d digestion

sewage

/ Digestion Tank, Anaerobic

Biofilter Drained to the Sewage Treatment

Plant As designed As designed


22 Jiamusi Station 50 / 18 / Digestion Tank Drained to the Sewage Treatment

Plant As designed As designed


23 Jiamusi Locomotive Depot 30 20 28 8 Life Sewage: Digestion Tank;

Manufacture Sewage: Floatation, Filtering



Class III

Note: Hanan Station and Sunjia Station were free from water supply and drainage project and the old sewage treatment measure was up to the standard.

Appendix 6： Table 1 General condition of the borrow pits for Harbin-Jimusi

railway line

No.

Borrow pit Name

Location discription

Haul

distance（km）

storage

（104

m3）

Soil quatit

y（104

m3）

Soil

depth（

m）

area（h

m2）

Landform Type notes

1 Xinli village borrow pit

CK14+800leftsideapprox0.2km 0.2 30 23.5 3 7.8

3

Gentle slopeAr

able land

2 Xinfeng

villageborrow pit

CK21+200leftsideapprox7.9km 10 22.5 15.8 4 3.9

5

Hillside Woodla

nd Exsiting borrow pit

3 Longsheng

quarry borrow pit

CK41+800right sideapprox15km 15 150 42 querry

4 Xinyi quarry borrow pit

CK42+150right side16.5km 16 400 30 querry

5 Niaohe district

borrow pit

CK47+500leftsideapprox1.6 km 2.1 30 15.8 3 5.2

7

Hillside sparse wood land

querry

6 Beizhao village

Lvdao querry

BSK4+950right side30km 30 100 16.2

7 BinzhouZhenxing quarry borrow pit

CK68+800right sideapprox10km

13.5

1000 23.3 q uerry

8

Sanbao district

Zhangdian village

borrow pit

CK83+300right sideapprox3.5km 8 80 20.3 3 6.7

7 Arable land Potholes

9

Changan countyShuan

gyuvillage borrow pit

CK84+400right sideapprox4.6km 7.3 110 31.9 2.

5 12.76

Arable land Potholes

10

Lianjiatun Gravel Soil taken Field

CK95+200leftsideapprox4.6km 5.3 10 9 3 3.0

0 BushWoodland Potholes

11

Ningyuan Chaoyang

querry borrow pit

DK98+600right sideapprox9km 11 200 34.7 querry

12

ShengliMnegjiagou

borrow pit

CK102+700right sideapprox600m 2 22 20.2 3 6.7

3 Wastela

nd Potholes

13

Shengli Dajiangtun borrow pit

CK110+500leftsideapprox700m 1.5 70 53 6 8.8

3

Hillside Wastela

nd

14

Baidu Xinlei querry

Ltd.company

CK119+910leftside8.4km 9 60 17.9 querry

15

County of FangzhengD

ongping querry

borrow pit

CK145+100leftside4km 5 300 73.5 querry

16

Jianzi mountain

querryborrow pit

CK182+000right sideapprox600m 1 100 70 querry

17

Demolisong mountain

querry borrow pit

DK185+500leftside875m 1 400 70 querry

18

Chu mountain borrow pit

DK190+000right side1.6km 3 100 24.4 3 8.1

3 Wastela

nd Potholes

19

County of Fangzheng

forestry bureau Jilin

forest station borrow pit

CK203+000right side5km 6.5 100 22.6 3 7.5

3

Hillside Woodla

nd

20

Shahezi borrow pit

CK228+400northside7.5km 8.3 300 65.4 sandpit

21

Shengli borrow pit

CK235+500Southside6.7km 8.4 200 75.2 sandpit

22

Hongxing borrow pit

CK251+300northside3.5km 5.3 50 24.5 6 4.0

8 Wastela

nd Potholes，borrow earth in brickyard

23

Dongtong borrow pit

CK251+300Southside1.5km 2.9 200 80 sandpit

24

Maan mountain

taking waste plant

CK262+100northwest side2.3km 2.4 30 12.7 6 2.1

2

Hillside Wastela

nd

25

Yangjiaogou borrow pit

CK265+100northwest side550m 0.6 100 4 4 1.0

0 Arable land Potholes

26

Xianjin borrow pit

CK277+000right side2km 2.1 150 41 sandpit

27

Linjiang borrow pit（Pingan

borrow pit）

CK286+000northwest side3.5km 4.3 200 25.2 6 4.2

0

Hillside Woodla

nd Gentle slope

28

Zhennan borrow pit

CK289+700south of the East1.3km 3.7 150 22.3 6 3.7

2

slope Arable land

Exsiting borrow pit

29

Xiangshun borrow pit

CK297+500 500m east 0.6 150 22..

0 querry

30

Dalai borrow pit

CK306+000northwest side6.5km 8.1 180 22.1 sandpit

31

Xinhua borrow pit

CK323+000leftside1.8k m 3.5 100 9.8 querry

32

Kuangye borrow pit

CK323+500leftside1.8km 3 100 32 querry

33

Sanlian village

borrow pit

CK325+200right side2.7km 2.4 50 13 2 6.5

0 Arable land

Potholes，borrow earth in brickyard

34

Daqin sand factory

CK325+100leftside5.1km 5.7 100 58 querry

35

Haifang borrow pit

CK326+300 7.1km northwest 8.5 50 11.8 sandpit

36

Zhongxing borrow pit

CK337+000 6.5km northwest 7.9 30 30 sandpit

37

Xigemu borrow pit

CK329+500right sideapprox0.3km 11 120 22.1 3 7.3

7

Slope Arable land

38

1st Donghe village

borrow pit

TJK566+500northeast side3km 3.6 100 15.1 5 3.0

2

Hillside Woodla

nd

Total 1200.5 102.

81

Reasonability analysis to borrow pits： Since utilization of borrow pits may cause side influences to the environment, and in

order to protect the farmland and woodland, and to minimize the levy to farmland and

woodland, earth source is generally selected by local government, approved by

railway construction party, and supported by earth source agreement signed by

railway construction party and the local government.

As to this design, after site survey and negotiation with local county level government,

also according to the demands of railway construction building and the local real

condition, 38 38 of borrow bits，6 of sand mining, 14 of quarry, 10 of sloping borrow

pits, and 8 of potholes borrow pit

The haul distance and usage are basically reasonable. Since the site is not located in

sensitive environment and landscape areas including collapse and landslide area and

debris flow prone area and it does not cover basic farmland, high quality grassland

and forest land, therefore, heavy damages are not caused to local agricultural and

animal husbandry production and no channels for discharging flood are occupied.

Relevant requirements in Technical Code on Soil and Water Conservation of

Development and Construction Projects (GB50433-2008) are met. Borrowing area is

far away from villages and densely populated district and soil mass is stable. After

practical and feasible measures are taken in borrowing area, geological disasters such

as collapse, landslide and debris flow are not induced.

Table 2 General condition of dreg yard for Harbin-Jimusi railway line N

o. district Places Location AreaType Spoil depth（m） Amount （104m3） Disposable （104 m3） area（hm2） Catchment（km2） LandformsType surrounding environment

1 City of

Harbin

Waste earth yard,xinfeng village CK14+800leftsideapprox0.2km Arable land 3.5 30 25.5 0.1 Gentle slope，borrow pitBackfill Downstream with no residents

2 Waste earth yard,xinfeng village CK21+200leftsideapprox7.9km Woodland 4.5 22.5 19.7 0.02 Potholes，borrow pitBackfill Downstream with no residents，Both side

of the road

3

County of

Bin

Waste earth yard, binxi development zone 1 CK39+500right side2km Arable land 10 150 65 6.5 0.2 Gentle slope Downstream with no residents

4 Waste earth yard, binxi development zone CK39+500right side3.4km Arable land 10 60 55.4 5.54 0.15 Gentle slope Downstream with no residents

5 Waste earth yard,gaojiab tun CK48+200leftside3km Wasteland 3 10 7.5 2.5 0.05 Depressions Downstream with no residents

6 Gaoliguozi Paint Factory Waste earth yard CK52+000right sideapprox1.7km Wasteland 2.5 10 10 4 0.06 Depressions Downstream with no residents

7 jiangjiudaopang Waste earth yard,niahe village CK54+900leftside3km Wasteland 3 10 10 3.33 0.05 Depressions Downstream with no residents

8 Waste earth yard,hejiatun CK64+300leftside1.1km Wasteland 7 80 36.5 5.21 0.25 Gentle slope Downstream with no residents

9 Waste earth yard,jingjian village CK69+000 right sideapprox1.2km Wasteland 3 50 50 16.67 0.4 Gentle slope Downstream with no residents

10 Binan brickyard Waste earth yard CK83+500leftside5km Wasteland 25 45 45 1.8 0.05 Depressions Downstream with no residents

11 Waste earth yard,sanbao village,zhengdian town CK83+300right sideapprox3.5km Arable land 2 40 20 0.05 Potholes，borrow pit Downstream with residents

12 shuangyu village Dreg yard，changan town CK84+400right sideapprox4.6km Arable land 2 30 28.4 0.05 Gentle slope，borrow pit Downstream with no residents

13 Lianjiatun Gravel Soil taken Field CK95+200leftsideapprox4.6km Woodland 3 10 9.8 0.05 Potholes，borrow pitBackfill Downstream with no residents

14 Town of Ningyuan Brickyard Dreg yard CK97+000right side6km Wasteland 9 15 15 1.67 0.01 Depressions Downstream with no residents

15 Shenglimengjiagou Dreg yard CK102+700right side approx 600m Wasteland 2.5 20 15.6 0.05 Potholes，borrow pitBackfill Away from the dwo

16 Shengli Town Dreg yard CK109+000leftside280m Woodland 5 50 37 7.4 0.12 Gentle slope Downstream with no residents

17

County of

Fangzheng

Yongfatun Dreg yard CK118leftside1km Arable land 4 80 50 12.5 0.42 Gentle slope Downstream with no residents

18 Shengli Dreg yard CK117+240 leftside100m Woodland 5 10 5.5 1.1 0.12 Gentle slope Downstream with no residents

19 Pingansuidaochukou Dreg yard CK123+850 right side100m Woodland 10 30 28.9 2.89 0.45 Valley Downstream with no residents

20 Pingansuidaochukou Dreg yard CK125+085 right side50m Woodland 10 20 18.6 1.86 0.6 Valley Downstream with no residents

21 Lianbin Dreg yard CK128+750leftside250m Wasteland 10 45 42 4.2 0.5 Valley Downstream with no residents

22 County of Fangzheng’s Suidaochukou Dreg yard CK131+000right side100m Woodland 10 30 28.7 2.87 0.6 Valley Downstream with no residents

23 County of Fangzhen’s Suidaochukou Dreg yard CK133+635leftside500m Woodland 10 30 28 2.8 0.55 Valley Downstream with no residents

24 Changfatun Dreg yard CK139+500right side300m Woodland 10 20 16 1.6 0.3 Valley Downstream with no residents

25 Changfatun Dreg yard2 CK140+500right side200m Wasteland 10 35 29.5 2.95 0.23 Valley Downstream with no residents

26 Cuijiatunhoushan 1st Dreg yard DK147+000right side1.1km。 Wasteland 4.5 30 24.5 4 0.45 Depressions Downstream with no residents

27 Cuijiatunhoushan 2nd Dreg yard DK147+000right side1.1km。 Wasteland 5 30 25.6 5.12 0.45 Depressions Downstream with no residents

28 Cuijiatunhuoshan 3nd Dreg yard DK147+000right side1.1km。 Wasteland 5 30 26.5 5.3 0.45 Depressions Downstream with no residents

29 Shangzhong Brickyard Dreg yard CK155right side200m Wasteland 10 15 14.6 1.46 0.05 Depressions Downstream with no residents

30 Jianshan Dreg yard CK180+700right side1.7km Wasteland 10 32 31.2 3.12 0.3 Valley Downstream with no residents

31 Chushan Dreg yard DK188+500right side1.6km Wasteland 6.5 200 80 10.9 0.48 Gentle slope Downstream with no residents

32 Highway Borrow pit CK189+500right side2km Wasteland 15 200 82.9 5.53 0.3 Depressions Downstream with no residents

33 Caopigou Dreg yard CK197+600right side200m Woodland 15 35 32.4 2.16 0.27 Valley Downstream with no residents

34 County of Fangzheng’s Forestry Bureausouth of the East’s

Dreg yard CK205+500right sideapprox400m Wasteland 20 40 37.5 1.88 0.16 Valley Downstream with no residents

35 Dongxing 1st Dreg yard CK252+950leftside800m Wasteland 10 100 42.3 4.23 0.05 Depressions，Reservoir Downstream with no residents

36 Dongxing 2nd Dreg yard CK252+950leftside800m Wasteland 10 60 34.6 3.46 0.05 Depressions，Reservoir Downstream with no residents

37 Xingfu Dreg yard CK255+400Southside1.2km Wasteland 7 40 38.6 5.51 0.1 Depressions Downstream with no residents

38 Manashan Dreg yard CK262+600right side6.2km Wasteland 8 50 45.6 6.08 0.5 Depressions Downstream with no residents

39 Xianjin Dreg yard CK278+200leftside3.9km Wasteland 3 30 28.6 9.53 0.12 Depressions Downstream with no residents

40 Yangshucunnan Dreg yard CK279+000south of the East6.5km Wasteland 7 50 43.8 6.72 0.05 Depressions Downstream with no residents

41 Yangjiaogou Dreg yard CK279+000south of the East6.1km Wasteland 6 150 68.5 11.42 0.05 Depressions Downstream with no residents

42 Yangshu Dreg yard CK280+800leftside4.3km Wasteland 8 60 52.4 6.55 0.05 Valley Downstream with no residents

43 Yangshun Dreg yard1 DK293+600right side120m Wasteland 7 15 14.1 2.05 0.4 Valley Downstream with no residents

44 Xinghua Dreg yard CK309+100right side200m Wasteland 6 40 22.5 3.75 0.15 Depressions Downstream with no residents

45 Houshansuidaochukou Waste earth yard CK316+400right side600 Woodland 7 40 8.63 1.23 0.8 Valley Downstream with no residents

46 Houshishansuidaochuko Waste earth yard CK321+400 在侧 500m Woodland 7 40 8.64 1.23 0.75 Valley Downstream with no residents

47 qianjin Dreg yard CK328+560 northside 2.1km Wasteland 5 60 7.74 1.55 0.12 Gentle slope Downstream with no residents

Total 2227 1468.81 190.17

Reasonability analysis to dreg yard： During engineering design, 47 spoil (waste slag) grounds are selected and floor space is 190.17hm2 to store waste slag along the project. Spoil (waste slag) grounds are divided into 3 categories including 14 clough spoil (waste slag) grounds, 11 slight slop spoil (waste slag) grounds, 22 valley spoil (waste slag) grounds, among

which 6 grounds are used to stack the backfilling waste soil of borrowing area.

Since the land occupation of this project is dominated by 22.28hm2 of woodland and 24.52 hm2 of farmland, and 143.35hm2 of waste land. For those dreg yards occupying the farmland, land in poor operation condition will be emphasized, and their level for cultivation will be raised after the dreg is covered by soil in depth of

40-50cm. In this way, influence from construction to agricultural production activity may be limited to a minimize range. Reasonability analysis to dreg yard is listed in Table 3。

Table 3 Reasonability analysis to dreg yard

dreg yard Type major environmental condition Reasonability analysis

Gully type yard Dreg yard of gully type dots in 14 places. They are not located in the stream line of the gully. Land occupation of

them is waste land and woodland steppe in average pile height of 5-10m.

According to the site survey report and the topographic map along the railway line, all those dreg yards can’t be regarded as the debris flow gully, and does not

locates in the sensitive area. Retaining wall will be built before the dreg is being disposed, and side slope will be recovered to vegetation plants after the disposal.

Gentle slope type yard Gentle slope type dots in 11 places. Land occupation of them is wasteland in average pile height of 3-10.0m.

According to the site survey report and the topographic map along the railway line, all those dreg yards does not locates in the sensitive area. Retaining wall will be

built before the dreg is being disposed, and side slope will be recovered to vegetation plants after the disposal. Moreover, dreg pile platform will be covered with

vegetation plants. These yards are acceptable when they are supported by proper protection measures.

Depressions type yard Depressions type dots in 22 places of waste earth yard in Binan Brick Plant,Highway Borrow pit，area

asWasteland， the catchment area is minimum around the spoil field

The yard does not locate in the sensitive area. Since the land there is flat, retaining wall is unnecessary. It will also be covered with vegetation plants after disposal. The

yard is acceptable when it is supported by proper protection measures. an time scheme has to be established in order to reduce rumnd

Annex 7 Water and Soil Erosion Control Measures

1.1 Control Objectives The Harbin municipal districts, Bin County and Fangzheng County which the project rans through, are within the national key water and soil erosion control region of black soil in Northeast China. According to Notice by Heilongjiang Provincial People's Government on the

Disclosure of Key Water and Soil Erosion Control Areas, the project area is entirely within the key erosion control areas in Heilongjiang Province. And the project also runs through the surface water source protection area of Yilan Mudanjiang River. So according to Erosion Control

Standards for Development and Construction Projects (GB/50434~ 2008), the A-level standard is carried out for the project.

The rainfall in the project area is 469.3mm ~ 537.3mm, falling within the standard value corresponding to the precipitation of 400 ~ 600mm range, so the standard value is adopted for the total erosion control ratio, vegetation recovery rate and grass coverage in the project; At the

plain areas along the project, the soil erosion intensity is at a low or slight level, and the soil erosion control ratio is up 0.2; the project area from Bin County to Jiamusi City is mainly hilly, with mostly mild and moderate soil erosion intensity, where the standard value of soil erosion

control ratio is carried out, and dregs-retaining rate down 3 in hilly areas. As amended, the erosion control objectives of this project are shown in Table 1-1.

Table 1-1 Harbin-Jiamusi Railway Prevention and Control Objective Calculation

Prevention and control objectives

Construction period Trial operation period

Standard requirements Standard Standard requirements Correct by rainfall Correct by soil erosion Correct by terrain Standar

Plain areas

Disturbed land reclamation rate（％） * * 95 0 0 0 95

Water and Soil erosion control rate（％） * * 95 0 0 0 95

Soil loss control ratio 0.7 0.7 0.8 0 0.2 0 1

Dregs retaining rate（％） 95 95 95 0 0 0 95

Vegetation recovery rate（％） * * 97 0 0 0 97

Forest and grass coverage（％） * * 25 0 0 0 25

Hilly areas

Disturbed land reclamation rate（％） * * 95 0 0 0 95

Water and Soil erosion control rate（％） * * 95 2 0 0 97

Soil loss control ratio 0.7 0.7 0.8 0 0 0 0.8

Dregs retaining rate（％） 95 95 95 0 0 -3 92

Vegetation recovery rate（％） * * 97 0 0 0 97

Forest and grass coverage（％） * * 25 0 0 0 25

Table 1-2 Prevention and Control Objective Calculation for Control Sub-areas

Prevention and control objectives

Trial operation period

Roadbed area

Station area Bridge area Tunnel area Borrow yard

Spoil(mud) yard Construction road area Construction production and living area

Overall standards

Disturbed land reclamation rate（％） 96 96 95 95 95 95 95 96 95

Water and Soil erosion control rate（％） 96 96 96 95 95 95 95 95 95

Soil loss control ratio 1.0 1.0 0.8 0.8 1.0 0.8 1.0 1.0 0.9

Dregs retaining rate（％） 95 95 93 92 94 94 93 93 94

Vegetation recovery rate（％） 98 98 97 97 96 96 97 98 97

Forest and grass coverage（％） 25 10 25 10 50 40 20 20 25

1.2 Principles to arrange Water and Soil Erosion Control Measures The erosion control measures of the project shall comply with the following principles:

1. Adjust measures to local conditions, determine control methods based on harms, conduct overall design and layout, and make scientific arrangement in combination with the realistic conditions of the project and the erosion status in the project area;

2. Reduce as much as possible harmed area of the original landform and vegetation by properly laying out spoil yards and borrow pits, and stacking up spoil.

3. In the project construction process, pay attention to ecological and environmental protection, and establish temporary protective measures to reduce artificial disturbance and waste soil from the construction process.

4. Through investigation, have a good understanding of soil and water conservation experience for other development and construction projects neighboring this project, and reasonably absorb successful local experience and learn advanced technology from counterparts at home and

abroad.

5. Establish harmony concept between man and nature, respect the laws of nature, and focus on coordination with the surrounding landscape.

1.3 Erosion Control Measure System and Overall Layout The overall layout of the water and soil control measures in the project area follows the guiding ideology: with the engineering measures as a main approach, vegetation measures and land remediation measures as an auxiliary approach, a tight combination of engineering measures,

vegetation measures and land remediation measures is made, and temporary measures are used to ensure timely follow-up, shaping the mutual supplementation of such erosion control measures at the level of points, lines and surfaces. We will give full play to controllability and timeliness

of engineering measures to ensure that water and soil erosion is curbed or reduced in the short term, and then use vegetation measures and land remediation measures for soil and water conservation and newborn surfaces, to achieve the purpose of effectively controlling erosion, and

greening and beautifying surrounding environment.

According to the divided erosion control zones, and on the basis of the analysis and evaluation of soil and water conservation works in the design of the main project, we shall focus on the completion of erosion control for such control areas at borrow pits, waste disposal yards,

construction roads, and construction and living areas, and supplement and improve all temporary protective measures at all control zones in the process of construction; as for vegetation measures, we shall mainly use local grass and tree varieties suitable for local growing conditions, with

the local soil and water conservation experience, to form a sound and scientific erosion control measure system, and achieve good control effects. For specific details, please refer to Figure 1-1 and 1-2 for Erosion Control Measure System. See Diagram of Erosion Control Responsibility

Scope, Control Subareas and Water and Soil Conservation Measure Layout for New Railway Works from Harbin to Jiamusi.

植物措施

工程措施

植物措施

临时措施

临时措施

植物措施

工程措施

挡渣墙、截排水沟及消能措施、土地整治

表土剥离、表土回填、表土集中堆

放,编织袋装土围挡、密目网覆盖

土地整治工程措施桥面下施工结束后进行土地整治

路基防护工程措施路基两侧设置排水沟、路基边坡采

用拱形骨架护坡

紫穗槐护坡，两侧乔灌绿化

弃

土

场

防

治

区

栽植乔灌木、撒播种草，恢复植被

表土进行临时拦挡，并采用密目网覆

盖、路基施工期间设置临时排水设施临时措施

路

基

防

治

区

路基防护

工程措施路基两侧设置排水沟、路基边坡采


紫穗槐护坡，两侧乔灌绿化植物措施植物措施

临时措施

出渣临时

防护

桥梁基坑出土临时堆放期间临时拦

挡，钻孔桩泥浆采取沉砂池处理。

工程措施翻垦整地、土地平整、排水沟、部分恢复

为耕地

桥

梁

防

治

区桥下及桥头进行撒播种草植物措施桥梁绿化


盖、路基施工期间设置临时排水设施临时措施

站

场

防

治

区

植物措施两侧绿化

临时措施

施工

便道

防治

区

植物措施种草、恢复植被

新

建

铁

路

哈

尔

滨

至

佳

木

斯

铁

路工

程

水

土

保

持

措

施

体

系

施



截排水沟、沉砂池、土地整治


取

土

场

防

治

区

临时措施表土剥离、表土回填、表土集中堆


中文英文新建铁路哈尔滨至佳木斯铁路工程水土保持

措施本系 Newly established Harbin-Jiamusi Railway Engineering Conservation Measures System

路基防治区 Roadbed control area 站场防治区 Site control area 桥梁防治区 Bridge control area

取土场防治区 Obtaining field control area 弃土场防治区 Abandoned soil control area 施工便道防治区 Construction access control area 施工生产生活防治区 Production & living control area 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 路基防护—路基两侧设置排水沟、路基边坡 Roadbed protection-drainage ditch on both

采用拱形骨架护坡

sides of roadbed; roadbed slope uses arc aggregate slope

植物措施—紫穗槐护坡，两侧乔灌绿化 Vegetation measures-river locust protected slope, bush and tree greening on both sides

临时措施—表土进行临时拦挡，并采用密目

网覆盖、路基施工期间设置临时排水设施 Temporary measures-temporary retaining for the surface soil; dense mesh net coverage; temporary drainage facility is equipped during roadbed construction

路基防护—路基两侧设置排水沟、路基边坡

采用拱形骨架护坡

Roadbed protection-drainage ditch on both sides of roadbed; roadbed slope uses arc aggregate slope


临时措施—表土进行临时拦挡，并采用密目

网覆盖、路基施工期间设置临时排水设施 Temporary measures-temporary retaining for the surface soil; dense mesh net coverage; temporary drainage facility is equipped during roadbed construction

土地整治—桥面下施工结束后进行土地整治 Land control-land control after under bridge construction

出渣临时—桥梁基坑出土临时堆放期间临时

拦挡，钻孔桩泥浆采取沉砂池处理。 Temporary dreg discharge-set up temporary retaining during foundation pit soil discharge; the slurry of the bored pile is disposed by the sedimentation pool.

桥梁绿化—桥下及桥头进行撒播种草 Bridge greening-plant grass under bridge and in the bridge head

工程措施 — 截排水沟、沉砂池、土地整治 Engineering measures-closure ditch,

sedimentation pool and land control 植物措施 — 栽植乔灌木、撒播种草，恢复

植被 Vegetation measures-plant bush and tree and grass and restore vegetation

临时措施 — 表土剥离、表土回填、表土集

中堆放，编织袋装土围挡、密目网覆盖

Temporary measures-surface soil peeling, backfilling, central piling of the surface soil, woven bag retaining, dense mesh net coverage

工程措施 — 截排水沟、沉砂池、土地整治 Engineering measures-closure ditch, sedimentation pool and land control

植物措施 — 栽植乔灌木、撒播种草，恢复

植被 Vegetation measures-plant bush and tree and grass and restore vegetation




工程措施 — 翻垦整地、土地平整、排水沟、

部分恢复为耕地

Engineering measures-reclamation and leveling, closure ditch, partial restored as arable land

植物措施 — 种草、恢复植被

Vegetation measures-plant grass and restore vegetation




工程措施 — 硬化地面拆除、土地整治 Engineering measures-hardening pavement removal, land control

植物措施 — 种草植被恢复 Vegetation measures-plant grass and restore vegetation

临时措施 — 表土剥离、表土回填、表土集 Temporary measures-surface soil peeling,


backfilling, central piling of the surface soil, woven bag retaining, dense mesh net coverage

Figure 1-1 Plain Area Erosion Control Measure System Block Diagram

取

土

场

防

治

区

临时措施

骨架护坡工程措施混凝土块、截水天沟

出渣临时

堆放堆石挡渣墙

隧

道

防

治

区边仰坡撒播种草、种植紫穗槐植物措施洞口绿化


截排水沟、沉砂池、土地整治



新

建

铁

路

哈

尔

滨

至

佳

木

斯

铁

路工

程

水

土

保

持

措

施

体

系

施工

便道

临时措施

两侧绿化植物措施

站

场

防

治

区临时措施


盖、路基施工期间设置临时排水设施

桥梁绿化植物措施桥下及桥头进行撒播种草

桥

梁

防

治

区

翻垦整地、土地平整、排水沟、部分恢复

为耕地

工程措施

桥梁基坑出土临时堆放期间临时拦

挡，钻孔桩泥浆采取沉砂池处理。出渣临时

防护

临时措施

植物措施植物措施紫穗槐护坡，两侧乔灌绿化

路基两侧设置排水沟、路基边坡采


工程措施路基防护路

基

防

治

区临时措施表土进行临时拦挡，并采用密目网覆

盖、路基施工期间设置临时排水设施


弃

土

场

防

治

区

紫穗槐护坡，两侧乔灌绿化

路基两侧设置排水沟、路基边坡采

用拱形骨架护坡工程措施路基防护

桥面下施工结束后进行土地整治工程措施土地整治



挡渣墙、截排水沟及消能措施、土地整治

工程措施

植物措施

临时措施

临时措施

植物措施

工程措施

植物措施

中文英文新建铁路哈尔滨至佳木斯铁路工程水土保持措施

本系 Newly established Harbin-Jiamusi Railway Engineering Conservation Measures System

路基防治区 Roadbed control area 站场防治区 Site control area 桥梁防治区 Bridge control area 隧道防治区 Obtaining field control area 取土场防治区 Abandoned soil control area 弃土场防治区 Construction access control area 施工便道防治区 Production & living control area 施工生产生活防治区 Newly established Harbin-Jiamusi Railway

Engineering Conservation Measures System 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 工程措施 Engineering measures 植物措施 Vegetation measures

临时措施 Temporary measures 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 工程措施 Engineering measures 植物措施 Vegetation measures 临时措施 Temporary measures 路基防护—路基两侧设置排水沟、路基边坡采用拱形骨架护坡



临时措施—表土进行临时拦挡，并采用密目网覆

盖、路基施工期间设置临时排水设施 Temporary measures-temporary retaining for the surface soil; dense mesh net coverage; temporary drainage facility is equipped during roadbed construction

路基防护—路基两侧设置排水沟、路基边坡采用拱形骨架护坡



临时措施—表土进行临时拦挡，并采用密目网覆

盖、路基施工期间设置临时排水设施 Temporary measures-temporary retaining for the surface soil; dense mesh net coverage;

temporary drainage facility is equipped during roadbed construction

土地整治—桥面下施工结束后进行土地整治 Land control-land control after under bridge construction

出渣临时—桥梁基坑出土临时堆放期间临时拦挡，

钻孔桩泥浆采取沉砂池处理。 Temporary dreg discharge-set up temporary retaining during foundation pit soil discharge; the slurry of the bored pile is disposed by the sedimentation pool.

桥梁绿化—桥下及桥头进行撒播种草 Bridge greening-plant grass under bridge and in the bridge head

骨架护坡—C25 混凝土块、截水天沟 Aggregate protection slope-C25 concrete block, closure ditch

出渣临时—堆石挡渣墙堆放

Temporary dreg discharge-piling of stone retaining wall

洞口绿化—边仰坡散播种草、种植紫魂槐 Cave opening greening-side slope planted with grass and river locust


植物措施 — 栽植乔灌木、撒播种草，恢复植被 Vegetation measures-plant bush and tree and grass and restore vegetation

临时措施 — 表土剥离、表土回填、表土集中堆放，编织袋装土围挡、密目网覆盖










工程措施 — 翻垦整地、土地平整、排水沟、部分

恢复为耕地

Engineering measures-reclamation and leveling, closure ditch, partial restored as arable land

植物措施 — 种草、恢复植被

Vegetation measures-plant grass and restore vegetation



工程措施 — 硬化地面拆除、土地整治 Engineering measures-hardening pavement removal, land control

植物措施 — 种草植被恢复 Vegetation measures-plant grass and restore vegetation


Temporary measures-surface soil peeling, backfilling, central piling of the surface soil,

woven bag retaining, dense mesh net coverage

Figure 1-2 Hillside Area Erosion Control Measure System Block Diagram

1.4 Typical Designs for Different Types of Control Works

1.4.1 Design standards for engineering measures ( 1) Design principles

Put prevention first, reduce the surface area of disturbance, and encourage

comprehensive utilization of mud; make prevention based on damage, first retain and then

block erosion, take preventive measures and implement the three simultaneousness

principles; combine prevention with control, stress key points, increase new prevention and

control, and reduce the loss of original water and soil.

( 2 ) Design contents

Including dreg retaining walls, slope protection works, interception drains, and land

leveling.

( 3 ) Design standards

The roadbed and station interception and drainage measures for the main works, is

calculated by 1/ 50 flood frequency. According to Technical Specification for Soil and Water

Conservation of Development and Construction Projects, Railway Roadbed Design

Specifications, and Flood Control Standards, we shall take into consideration the ecological

fragility of groundwater source protection areas in Yilan Mudanjiang River which the project

runs through, and areas along the project, and therefore this time we make such design

according to the highest standards of the specifications, where retaining walls and cut-off

drains of spoil yard, and cut-off drains of borrow yards are designed by 4-level building

standards, and flood control standards are made in accordance with the biggest storm

strength in 30 years, and other buildings are designed by 5-level building standards, with

flood control standard design of the biggest storm strength in 20 years. Slope protection

follows the main project-related specifications, and land leveling meets the technical

specifications of water and soil conservation and its comprehensive control of development

and construction projects.

1.4.2 Typical design principles of vegetation measures

1.4.2.1 Design principles

( 1 ) Adjust measures to local conditions and stress key points. According to the

construction requirements, lay out corresponding plant greening measures. Suitable trees for

suitable soil, and provide optimized tree species.

( 2 ) Select the excellent native tree and grass species, or introduced tree and grass

species already suitable for local environment after years of cultivation. We should choose

those tree species which are cold-resistant, anti-erosion, and barrenness-resistance, with high

soil-holding capability, and easy management, and those grass species which are of easy

propagation, with developed root systems, and strong resistance.

( 3 ) Satisfy the protection requirements, and improve green standards. Match tree and

shrubs with grass, and perfectly combine coniferous and deciduous trees, unite greening and

beautification, and keep in harmony with the surrounding vegetation and environment, and

create good landscape effect, to achieve the purpose of rapid recovery of vegetation, and

improvement of the surrounding ecological environment.

( 4 ) Meet seedling grade and quarantine requirements; Follow such principles as

high-standard land leveling, scientific planting, and good management and protection

1.4.2.2 Analysis of site conditions

According to the climate characteristics of the project area, we shall apply grass and

tree species which are suitable for local cold, drought and barrenness, with good adaptability.

The plant species suitable to grow at the project area, include the following tree species:

Mongolic pine trees, Chinese pine trees, manchurian ash, maackia amurensis, acer mono,

willow, and white birch; the shrub species: Northeast forsythia, daphne lilac, small elm,

caragana sinica, flowering plum, honeysuckle, and amorpha; and the grass species: elymus.

chinensis, cogongrass, alfalfa, milkvetch, lespedeza, puccinellia and bluegrass, as listed in

Table 1-3. The tree (grass) species listed in Table 1-3 are recommended or alternative

species in time of design, which may be adjusted accordingly according to the optimized

main project design at a next stage.

Table 1-3 Plant Species Proposed for the Project Area

Project area Tree species

Shrub species

Grass species

Hilly areas

Mongolic pine trees,

Chinese pine trees, manchurian

ash, maackia amurensis, acer

mono, willow, white birch,

plum-leaf crab, crab apple,

Mongolian oak , white clove,

Dragon spruce, spiraea

thunbergii, berberis,

Northeast forsythia, daphne

lilac, small elm, caragana

sinica, flowering plum,

honeysuckle, and amorpha

Bluegrass, red

fescue, Chinese wildrye,

lespedeza milkvetch,

awnless brome,

puccinellia, elymus

and juniper

Plain areas

Mongolic pine trees,

Chinese pine trees, manchurian

ash, maackia amurensis, acer

mono, willow, white birch and

so on.

Northeast forsythia,

daphne lilac, small elm,

caragana sinica, flowering

plum, honeysuckle, and

amorpha

Bluegrass, red

fescue, Chinese wildrye,

alfalfa milkvetch, awnless

brome ,puccinellia,

elymus

1.4.2.3 Planting and Management Techniques 1. Technical measures for trees

1.1 Site preparation: make cave -like site preparation, with the hole diameter 50cm, and

the depth 50cm.

1.2 Planting: In spring, seedlings are planted through manual work: put such seedlings

upright in holes, keep their roots stretch out, fill earth from layer to layer, consolidate the

surface, and cover the surface with a layer of dry sand up to 2cm higher than the ground

diameter, to prevent water evaporation .

1.3 Cultivation and management: manually loosen the soil and remove wild grass in

holes, with the soil depth 5-10cm, for twice in the first year, four times in the first three years

and once a year thereafter.

1.4 Timely and adequate water such seedlings after the planting, to ensure the survival

of such seedling. Within two years after the planting, such seedlings should be watered every

year to ensure the survival rate, if possible.

2. Technical measures for shrubs

2.1 Soil preparation: make cave -like site preparation, with the hole diameter 40cm, and

the depth 40cm, and the backfill curing soil 10 ~ 20cm.

2.2 Planting: In spring, seedlings are planted through manual work: put such seedlings

upright in holes, keep their roots stretch out, fill earth from layer to layer, consolidate the

surface, and cover the surface with a layer of dry sand, up to 2cm higher than the ground

diameter.

2.3 Cultivation and management: manually loosen the soil and remove wild grass in

holes, with the soil depth 5-10cm, for twice in the first year, four times in the first three years

and once a year thereafter.

2.4 Timely and adequate water such shrubs after the planting, to ensure the survival of

such shrubs. Within the two first years after the planting, such shrubs should be watered

every year to ensure the survival rate, if possible.

3. Technical measures for grass

3.1 Pro-sowing preparation: add water 10-20kg for soak seeds per 10kg grass seed, with

the soaking time of 36H.

3.2 Site preparation: manually dig soil surface to loosen it , with the depth 10 cm.

3.3 Sowing method: during the rainy season, sow such grass seed and then slightly

press the surface.

3.4 Management: after seeding emerges, pay attention to management and care by

pulling out weeds in a timely manner.

1.4.3 Design principles for provisional measures. (1) During the construction, special stacking areas must be set up for concentrated

stockpiling of temporary waste (stones and slag), and blocking and coverage measures

should also be taken.

(2) Mellow surface soil from excavation and stripping activities should be stacked in a

concentrated way at arranged sites, which can be used for covering construction site at the

end of such construction works.

(3) In case of heavy rain or strong winds, protective measures should be established

for bare land in construction. If exposed for more than one growing season, such bare land

should be protected by temporarily growing grass.

(4) Construction site and temporary construction roads should be planned in a unified

way, for which such temporary protective measures should be taken as temporary blocking,

drainage, and sedimentation, to prevent water loss and soil erosion during the construction.

(5) If there is any impact on the downstream and the surrounding areas during the

construction, appropriate protective measures must be taken.

1.4.4 Roadbed prevention area In the main project, slopes and drainages of roadbeds and greening along roadbeds are

designed in detail. After the analysis, the design meets the requirements of soil and water

conservation, and relevant proposals are also put forward for some unreasonable parts in the

evaluation of the design. As there are no temporary protective measures put forward in the

engineering design, these temporary protective measures will be detailed in the design.

1.4.4.1 Temporary drainage measures for roadbed construction

The precipitation in the project area is mainly concentrated in June to September, so

temporary drainage measures in the roadbed construction process can not be ignored. One torrent chute is set up every 50m of slope roofs at both sides of the filling section

roadbed, and one torrent chute is built every 30m of exterior part of half- dug and half- filled

section. The chute upper part is made to be horn mouth-shaped, engaging closely with water

retaining platform, with the width 0. 5m, and the depth 0.5m. At the lower part of such

chutes, soil drains are arranged along the direction of the roadbeds, with the mouth cross

section 0.9m, the depth 0.3m, the bottom width 0.3m, and the slope 1:1. Such chutes are laid

along the slopes using woven bags containing earth. In the laying process, great efforts are

made to ensure that such bags are jointed closely and smoothly, to link with the soil drains,

so that rainwater is easily discharged from natural drainage system outside the scope of the

roadbeds. Upon the completion of the construction, these woven bags having soil, are

discarded into a nearby waste disposal yard. Every 100m of soil drains a grit chamber is built,

with its size: 1.5m×3m×1m, to set runoff mud and sand, and reduce runoff velocity. During

the construction, sludge in grit chamber should be regularly removed.

To prevent the rainwater at roadbed surface humps from running down and destroying

slopes, a long strip-shaped water stopping ridge with its cross-section top width 0.3m, the

height 0.5m , and the slope ratio 1:0.5, is built at road shoulders at both sides of fill roadbeds

in the construction process ( or at exterior part of half- dug and half- filled roadbeds), which

after compaction is linked to the upper horn mouth of torrent chutes, so that rainwater is

collected into chutes and then is discharged.

Permanent and temporary drainage facilities should be established for drainage outside

excavation roadbeds, first drainage gutters should be built to prevent exterior rainwater

catchment from damaging slopes.

In this design, a total of 60103m retaining ridge is built, and 12021m earth-loaded

woven bag chute is constructed.

1.4.4.2 Temporary protective measures of topsoil

The stripped topsoil from roadbeds will be used for greening and spoil site

rehabilitation. Therefore, stripped topsoil should be in a concentrated way stacked within the

scope of roadbed land requisition every segment according to the route terrains, used for

landscaping and spoil yard rehabilitation. Such topsoil is not allowed to be piled outside the

scope of the land requisition or expand the disturbed surface area. This time the stripped

topsoil totals 716,200 m3. To prevent topsoil erosion caused during the temporary stacking,

in this design earth-loaded woven bags are set up around the stacking yard for temporary

blocking. Such temporary blocking structure is built into a trapezoidal cross-section with the

top width 0.5m, the height 1.0m, and the bottom width 1.1m. for such section drawing, see

Harbin-Jiamusi water conservation -01, with the average stacking height 4m, and the surface

covered by dense mesh nets. Temporary stacking points are selected to be within the range

of acquired flat land. After calculation, soil and water conservation measures and

engineering quantity at roadbed areas, are shown in Table 1-4 (including those measures

designed for the main part of the project).

1.4.4.3 Management Measures (1) On the premise of ensuring the construction quality, try to shorten the construction

period and make erosion control, and select technologically advanced, well-equipped

construction teams having the appropriate qualifications.

(2) Carry out construction works in strict accordance with the construction range set

forth in the construction plan, strengthen the construction activity range control requirements,

minimize disturbance limits, and avoid expansion of wind erosion. In time of sand section

roadbed construction, shaped roadbeds should be used as construction roads as far as

possible to reduce surface disturbance.

(3) On the premise of meeting the construction schedule, do utmost to avoid earthworks

in rainy days to reduce soil erosion.

(4) Road construction units try their best to make earthwork coordination at all road

sections; excavated earth and stone should be used as possible as it can, which is strictly

prohibited from randomly dumping , to ensure that there is protection for each earth and

stone pile-up.

(5) Great efforts are made to ensure the compliance with the " three simultaneousness "

principle, so that soil and water conservation works can be carried out simultaneously with

the main project construction .

Table 1-4 Engineering Quantity of Water and Soil Conservation Measure at Roadbed

Control Areas

Items Unit Harbin

City

Bin

County

Fangzheng

County

Yilan

County

Jiamusi

City Total

Engineering

measures

Roadbed

slope

protection

M10 mortar

rubbles m3 67953.07 139025.48 159018.80 153035.95 74728.53 593761.83

C25

concrete

blocks

m3 2576.87 5117.23 6373.10 5451.10 3101.83 22620.13

excavated

roadbed

earth

m3 77582.93 158556.98 181931.09 174335.76 85613.40 678020.15

Road cutting

slope

protection

M10 mortar

rubbles m3 47509.61 148371.46 215464.87 80749.17 9426.33 501521.44

C25

concrete

blocks

m3 2777.69 7795.22 11719.65 5136.87 606.09 28035.52

mortar

rubble drains

M10 mortar

rubbles m3 16308.70 30002.46 38609.49 25512.39 4312.51 114745.56

excavated

roadbed

earth

m3 42454.38 78101.65 72591.61 39389.29 4524.43 237061.37

Vegetation

measures

Greening

along the

project line

Plant trees

one

thousand

trees 6.926 15.9298 22.1632 15.2372 9.0038 69.26

Plant shrubs

one

thousand

shrubs 2150.206 4945.4738 6880.6592 4730.4532 2795.2678 21502.06

Temporary

measures

Water

retaining

ridge

length m 1947 5811 18983 21873 11489 60103 cubic meter

of earth

m3 533.48 1592.21 5201.34 5993.20 3147.99 16468

Torrent

chute

length m 389.40 1162.20 3796.60 4374.60 2297.80 12020.60 Earth-loaded

woven bag

retaining

walls

m3 292.05 871.65 2847.45 3280.95 1723.35 9015

Temporary

drains

length m 1947 5811 18983 21873 11489 60103 cubic meter

of earth

m3 350.46 1045.98 3416.94 3937.14 2068.02 10819

Grit chamber Quantity Piece 19 58 190 219 115 601

cubic meter

of earth

m3 87.62 261.50 854.24 984.29 517.01 2704.64

Temporary

earth-moving

protection

Earth-piling

quantity

Ten

thousand

m3 7.75 22.01 24.41 7.07 10.38 71.62

Earth-loaded

woven bag

retaining

walls

m3 668.13 1125.96 1185.76 638.15 773.23 4391.22

Dense mesh

net coverage m2 17222 48911 54244 15711 23067 159156

1.4.5 Site control area In the main projects, the site road red and slope and drainage have experienced

detailed design; the design meets with retaining requirements. With respect to some

unreasonable part, the relevant proposal is put forward. The temporary protection measures

and greening measures are not put forward. Detailed design is required this time.

1.4.5.1 Temporary protection

Since the railway site covers large area and the excavation and filling work is large,

there will be obvious surrounding interference. It's recommended before formal construction

startup, build the fence in the construction boundary and reserve construction entry and exit

to carry out the enclosed work.

Since the earthwork will be large, the temporary drainage shall be taken into

consideration. It may be connected with the nearby drainage system or the channel, etc.

During the excavation and backfilling, the surface soil shall be peeled with peeling

thickness at 0.3～0.5m; since the peeling work will be large and the designed greening area

is limited, it's recommended that the surface oil reserves for the greening purpose; the

remaining may be used for road bed, obtaining site greening and dreg field reclamation.

During the temporary storage of the surface soil, make temporary retaining protection with

the woven bag; the protection measure is same as the road bed area. The total site peeling

surface soil is 455,100 m3.

1.4.5.2 Plant measures

Park greening is required; the following design requirement is required:

According to the housing facilities, plant ornamental tree and place grass. Make

comprehensive configuration of tree, bush, flower and grass. Plant lawn in front of the main

building, which is dotted with flower and bush; meanwhile, plant big and pretty tree in the

centre or edge of the law; both sides of the road is planted with tree with pretty shape,

straight trunk and huge canopy. The boundary fence or wall is planted with vine plant for

vertical greening; it shall better use colorful species for greening, coloring and pretty

purpose.

Tree and grass seed selection: the lawn uses the carpet grass, etc; the garden tree shall

use cedar, taber (cylinderical canopy), ligustrum, barbery, etc; the ornamental plant shall use

Chinese rose, crape myrtle, flowering plum, etc; the vine plant shall use polyantha rose.

Seedling specification: bush canopy≥150cm, small bush (ligustrum, barbery) ball

diameter 25cm, small tree≥200cm, treeH≥400cm.

Plantation method: the full placement method is used; seedling transplantation is

required. After seeds and soil fertilization, all the weeds shall be removed with herbicide.

Tending management: for the transplanted seedling, make it straight after rain;

strengthen management on the new lawn; make timely surface soil coverage, remove

weeding, pruning, pest control, etc.

Since the detailed design on the housing facilities is not made; the greening

engineering volume will be taken as 5% of the site area; the greening irrigation facility shall

use the well water, with greening standard medium standard; according to the market price,

the estimated investment per m2 is 50 RMB.

8.4.5.3 Management measures

（1） In order to ensure smooth transportation of the earthwork, the contractor shall

conduct construction strictly abiding by the construction scheme. Reasonably arrange

construction organization and ensure smooth operation. Meanwhile, the construction and

supervision unit shall strengthen organization management and ensure civilization

construction.

（2） The excavation and filling work shall avoid rainy days; the exposed slope shall

not be left unprotected.

（ 3） Strengthen control over the construction scope and strive to minimize

interference scope and prevent expansion of erosion.

（4） Attach great importance to principle of three simultaneities and make the

conservation and main construction in step.

Soil retaining measures and engineering volume seen in table 1-5 (including existing

main measures)

Table 1-5 Site Conservation Measures and Engineering Volume Table

Items Unit

Harbin Bin

County Fangzheng

County Yilan

County Jiamusi

City Total

Engineering measures

Motor cutting

drainage ditch

Length m 6000 37684 30694 27504 21502 123384

C25 concrete

m3 0 41303 16359 14659 8031 80352

Vegetation measures

Tree 1K pcs

0.00 18.07 15.60 14.78 11.50 59.95

Bush 1K pcs

0.00 228.37 199.56 159.61 156.71 744.25

Flower terrace Tower 0.00 17.00 19.00 14.00 17.00 67.00

Garden greening hm2 0.44 6.15 5.48 4.27 4.77 21.10

Temporary measures

Temporary soil piling

Surface soil

peeling hm2 0.68 29.51 51.59 48.73 51.27 181.78

Soil loading woven

bag retaining

wall

m3 148.43 977.82 1292.87 1256.52 1288.86 4964.50

Dense mesh net coverage

m2 510.00 22132.50 38692.50 36547.50 38452.50 136335.00

Surface soil

backfilling

10K m3

0.21 8.85 6.46 14.62 15.37 45.51

1.4.6 Culvert control area The culvert design adopts embankment, drainage and remaining soil treatment, etc; it

may basically meet conservation requirement; the design standard meets with conservation

standard requirement. The temporary protection measures and greening along the bridge

shall be made.

1.4.6.1 Engineering measures

After the construction, make site leveling under the bridge.

1.4.6.2 Greening along bridge

1 Under bridge greening

The bridge construction may impair the under bridge vegetation. After the

construction, restore vegetation in the greening area (except for water surface, beach, road

and other non-greening area). Since the tree and bush are not suitable, the tending and

irrigation condition is not available. It's better to do greening by applying grass seeds, which

shall better be bothriochloa ischaemum, purple festuca, and nutans, with purity≥90%,

germination rate≥85%, plantation density 60kg/hm2.

2 Bridge head cone

The bridge head cone is planted with climbing plants (creepers) to ensure greening

protection in the slope; each bridge head cone is planted with 560 pcs.

1.4.6.3 Temporary protection on bridge

1 Temporary protection measures on bridge foundation pit

Erosion may easily occur of the bridge foundation excavation during rainy season. The

temporary retaining measures shall be taken for central piling. The woven bag shall take

retaining measures. Use the ladder fracture with roof width 0.5m, height 1.0m, floor width

1.1m. After the foundation construction, make timely backfilling, clear river bed and site.

The excess earthwork shall be put in the designated dreg field near the route and

corresponding measures shall be taken. The measures shall be seen in the dreg control area.

2 Temporary protection on bridge

Based on the location condition of the bridge foundation, when the deeper foundation

is required or the enlarged foundation is not possible, the hole drilling foundation is used.

With respect to mud arising out of the bored pile foundation construction, the sedimentation

pool is required to reduce erosion during construction.

The river-span bridge shall be constructed in the dry season. Before pier hole drilling,

build one mud pool (several drilled holes may be used together); set up two sedimentation

pools for serial usage. The mud may be recycled. During the pier foundation construction,

the mud during drilling and primary and secondary hole clearing shall be delivered to the

designated point by vehicle. During the excavation of the mud pool and sedimentation pool,

the earth shall be piled near the pier and compacted. After the construction, it's used for pier

foundation and backfilling in the pier foundation and mud pool. The water discharged from

the sedimentation pool shall be drained to the natural river.

According to the design, each mud pool volume 8m3（length, width and ditch

separately at 2m); each sedimentation pool volume 6m3 (length and width at 2m, depth 1.5m);

the concrete design is seen in the attached diagram HJSB-02.

3 Bridge cofferdam measures

The grass bag cofferdam shall be usually used in the shallow water pier. After the

cofferdam construction, drain water from the foundation pit and make the corresponding

bridge foundation construction. After the construction, remove the cofferdam.

1.4.6.4 Management measures

（1） The bridge construction shall not occupy river course to influence flood drainage.

（2） Strengthen protection on engineering section along the river; when the river area

is occupied, to obtain approval from the River Course Management Department is required.

（3） In order to avoid impact on the upstream and downstream river course by bridge

construction, the construction unit shall make strict construction management and the

supervision unit shall conduct strict supervision. Conduct construction according to the

designed conservation measures. Don't dump the earthwork in the river course and ensure

the dreg is properly handled to avoid erosion.

（4） After bridge construction, the construction unit shall timely restore the mud pool;

avoid exposed soil body as well as erosion from rain flushing.

After calculation, the culvert conservation measures and engineering volume are seen

in table 1-6.

Table 1-6 Bridge Culvert Conservation Measures and Engineering Volume

Name of item Unit

Harbin Bin

County Fangzheng

County Yilan

County Jiamusi

City Total

Engineering measures Site leveling hm2 21.16 48.94 68.38 37.14 25.01 200.63

Vegetation measures Grass

plantation hm2 21.16 48.94 68.38 37.14 25.01 200.63

Creeper 1K pcs 8.4 18.48 24.64 20.16 10.08 81.76

Temporary measures

Temporary soil piling

Piled soil volume

10K m3 11.08 19.36 25.54 18.32 20.95 95.25

Woven bag retaining wall

m3 599.16 792.00 909.67 770.43 823.88 3895.14


m2 27700 48400 63850 45800 52375 238125

Mud pool

Quantity Set 2 14 12 6 3 37 Foundation excavation

m3 16 112 96 48 24 296

Sedimentation

pool

Quantity Pcs 4 28 24 12 6 74 Foundation excavation

m3 24 168 144 72 36 444

Cofferdam removal m3 1620 13490 26130 9190 4380 54810

1.4.7 Tunnel control area Detailed drainage and tunnel opening side and slope protection design is made to meet

conservation requirement. It's required to excavate tunnel and take protective measures on

the dreg field.

1.4.7.1 Construction management measures

（1） During the tunnel construction, strictly manage the construction unit; don't

randomly discard the dreg, damage the downstream vegetation and enlarge the disturbance

area.

（2） Make one opening construction when the length of the tunnel is below 500m; for

the short tunnel with short distance, use the roadbed as the construction access to downsize

the interference.


（1） Opening protection

The opening side and slope is protected by the masonry and the closure ditch shall be

arranged. The closure ditch is arranged no less than 5m out of the side and slope roof.

According to the geological location, the slope shall not be less than 3‰ to prevent

deposition. The ditch is designed according to the geological condition of the opening and

the flow direction is determined according to the topology. When the topology is more than

1：0.75, the ditch may not be needed. Meanwhile, attach importance to the opening roof ditch

to form the all-round drainage system.

（2） Interface engineering

When the water from the drainage ditch is diverted out of the culvert, it's connected to

the natural channel; the sedimentation pool is equipped at the end of the drainage ditch; the

river course outlet is equipped with masonry retaining wall to prevent flushing.

1.4.7.3 Vegetation measures

When the tunnel construction is completed, resume plantation when the tunnel side

and slope plantation has been destroyed. Attach great importance to vegetation protection

and environment greening.

1.4.7.4 Temporary protection on tunnel construction

The tunnel dreg is used for roadbed and site packing. Some dregs will be taken as the

permanent dreg, which shall be timely shifted to the dreg field and the corresponding control

measures shall be taken. See the dreg field control area in detail. The dreg for the roadbed

and site packing shall be timely shifted to the corresponding location. With respect to the

bridge tunnel side, the iron wire net shall be made during slope excavation to retain the

tunnel dreg and avoid destruction on the downstream vegetation, farmland and transportation

facility.

When the tunnel dreg can't be timely delivered, it shall be placed in the temporary

dreg field. The random placement, occupation of farmland and destruction on the vegetation

shall be strictly prohibited. The dreg field shall divert from the flood passage or the large

water area. During the temporary piling of the dreg, the masonry retaining wall shall be

made. The large stone pieces may be used. The height x roof width x floor width of the

masonry retaining wall =1.5m×0.5m×3.5m. Through calculation, the conservation measures

and engineering volume in the tunnel area are seen in table 1-7.

Table 1-7 Tunnel Area Conservation Measures and Engineering Volume Table

Name of item Unit

Harbin Bin

County Fangzheng

County Yilan

County Jiamusi

City Total

Engineering

measures

Aggregate slope

C20 concrete block

m³ 0 0 677 677 338.5 1692.50

Closure ditch

C25 concrete m3 0 0 390.08 390.08 195.04 975.20

Vegetation measures

Grass m2 0 0 1600 1600 800 4000.00

River locust 10K

pieces 0 0 19.83 19.83 9.92 49.58

Temporary measures

Masonry retaining wall m3 0.00 0.00 1321.49 1557.00 2203.52 5082.01

1.4.8 Obtaining field control area The project requires plentiful filling, which shall better use excavation soil. Through

earthwork allocation, there are 38 obtaining fields along the route, which covers an area of

102.81hm2. There are six sand obtaining fields and 14 quarries, 10 slope obtaining fields and

8 depressed obtaining fields. The protective measures are only proposed for 10 depressed

obtaining field and 8 depressed obtaining fields.

1.4.8.1 Obtaining and protection principle

（1） Implement central and nearby obtaining principle; take priority to use the existing

obtaining field and dreg from other companies.

（2） The position of the obtaining field shall be determined through consultation with

cooperation from local government and conservation authorization based on the local water

conservancy, farmland construction and environmental planning.

（3） Before obtaining, conduct standardized obtaining procedure and construction

process; don't make random excavation in the obtaining field, which may lead to control

difficulty.

（4） For the obtaining field in the hill and waste slope section, after obtaining, make

excavation slope leveling and bottom leveling and grass and tree plantation and several other

greening.

1.4.8.2 Construction management measures

Before obtaining, adopt standardized retaining procedure and construction process. To

make random excavation in the retaining field is strictly prohibited to lead to control

difficulty. The construction process will be recommended as follows.

（1） Before obtaining in the depressed field, make standardize obtaining procedure

and construction process. Don't make random excavation in the obtaining field, which may

lead to control difficulty. Try to obtain soil according to the level terrace. After obtaining, try

to level it as the level terrace. Backfill the surface soil to facilitate vegetation and prevent

erosion; the high slope shall not be generated.

（2） The obtaining depth of the depressed field shall be controlled approximately at

2~3m for back-end restoration.

（3） Hill obtaining field; before obtaining, put the surface 30cm planting soil aside

and use the level terrace obtaining; after obtaining, make it as the level terrace; the height

difference between the level terrace and raised path is 2m; the raised patch formed by the

level terrace is taken at (stable slope of the raised path of soil); the height of the level terrace

is determined by the ground slope, with details seen in figure 1-3. After obtaining, backfill

surface 30-50cm planting soil out of the former surface soil, roadbed and site; the slope is

applied with the grass seed; the pit floor is reclaimed or applied with grass seed. Meanwhile,

the slope is equipped with closure ditch. Divert water to the nearby natural ditch.

（4） After obtaining soil from Xinli village obtaining field, Xinfeng village obtaining

field, Sanbao town Zhangdian village obtaining field, Chang'an town Shuangyu village

obtaining field, Lianjiangtun obtaining field, Shengli Mengjiagou obtaining field shall

backfill the abandoned soil. Verify the obtaining volume before construction and calculate

the platform elevation based on the topology. Make standardized obtained; the protective

measures of the obtaining field are only suitable for the temporary piling field of the peeling

soil. After abandoned soil backfilling, conduct comprehensive treatment. The control

measures are designed according to the abandoned soil (dreg field).

1.4.8.3 Measure arrangement

Prior to obtaining, adopt standard obtaining procedure and construction process. To

make random excavation in the retaining field is strictly prohibited to lead to control

difficulty. Before obtaining, peel the surface soil and make temporary retaining. After the

retaining, level the field and make surface soil backing. Plant trees and grand and resume

vegetation. Make pruning and vegetation for the formed slope with slope ratio 1:1.5.

中文英文布置截水沟 Closure ditch arrangement 地表附着物清理 Surface stuff clearing 表土剥离 Surface soil peeling 临时堆放 Temporary piling 规范取土 Standard obtaining 场地平整 Site leveling 表土回填 Surface soil backfilling 翻垦整地 Reclamation and leveling 适宜性评价 Appropriateness assessment 复耕 Reclamation

施农家肥，复耕 Reclamation and fertilizer application 适宜绿化 Proper greening 布设排水沟、撒草籽、栽植灌木 Arrange drainage ditch, apply grass seed and

plant bush

Table 1-8 Parameters of Level Terrace Fracture at Different Ground and Slope

Former ground slope θ（°） Net width of farmland B

（m） Height of raised patch

H（m） Slope of raised patch

α（°） 2° 57 2 78°

3° 38 2 78°

4° 28 2 78°

5° 23 2 78°

6° 19 2 78°

7° 16 2 78°

8° 14 2 78°

9° 12 2 78°

10° 11 2 78°

11° 10 2 78°

12° 9 2 78°

中文英文原坡面线 Former slope surface line 田坎 Raised path 开挖方 Earthwork excavation 取土后地面线 Obtained ground line 田面排水沟 Farmland drainage ditch 田面排水沟 Farmland drainage ditch

Figure 1-3 Level Terrace Diagram

1.4.8.4 Temporary protection measures

The peeled surface soil shall be prepared for the backfilling and vegetation restoration.

The soil pile side shall use woven bag for temporary protection measure, with piling height

no more than 4m and slope ratio within 1：1.5; the temporary retaining wall fracture height x

roof width x floor width =1.0m×0.5m×1.1m. Make mutual occlusion and lap. The lap length

shall not be less than 1/3 of the woven bag length. The surface shall be compacted and

applied with water. Since the surface soil is loose and easy corrosion will occur during

windy days and rainy season, the exposed part shall be covered with the dense mesh net.


（1） Intercepting ditch design

Before obtaining, excavate the closure ditch in the obtaining field to drain the water to

the perimeter drainage system and avoid erosion due to run off during the rainy season.

Since the obtaining field slop has less convergence area, the fracture area of the drainage

ditch is less than 0.2m2; for the construction convenience, use the masonry ladder fracture

with floor width 50cm, opening width 80cm, depth 50cm and longitudinal slope no less than

3/1000. The masonry thickness is 0.3m, with 0.15m thick rubber lining under. The details

are seen in HJSB-04.

（2） Drainage ditch design

The drainage ditch is used to remove the ponding during rainy seasons. The dimension

of the drainage ditch is same as the closure ditch. It's made by the masonry, with floor width

50cm, opening width 80cm, depth 50cm, masonry thickness 0.3m; it's equipped with 0.15m

thick rubble lining; the interface of the drainage ditch and the former water system is

equipped with one 2m×3.5m×1m sedimentation pool.

（3） Site leveling, ploughing and surface soil backfilling

After the obtaining field construction, conduct site leveling and ploughing to provide

favorable condition for vegetation restoration. Prior to greening, take advantage of the

surface soil in the temporary soil field, with covered soil thickness approximately 30-40cm.

（4） Obtaining filed with abandoned soil

Design obtaining field with abandoned soil; after completion, backfill the abandoned

soil and take retaining, drainage and vegetation restoration measures. Details are seen in the

abandoned soil (dreg) control area.

1.4.8.6 Vegetation measures

After obtaining, backfill the surface soil, with thickness 50cm～60cm; conduct

reclamation, with surface soil from obtaining field surface soil and nearby roadbed surface

soil; use the bush or grass for vegetation restoration; the bush shall be Various lobules,

cloves, etc. In order to ensure rapid surface coverage, use high density forestry and spray

grass seeds. Use astragalus adsurgens and brome, etc; the applied grass seeds per hectare is

60kg. Plant grass in the slop and use grass seed growing fast, resisting drought and sterility

with developed root system and good retaining capacity. Within 1～2 year after the turf

placement, conduct necessary restriction and tending management.

Belong to pine kossen, evengreen tree, one beam in two thorns, 10-15cm long, course

5-8 or more, sheath hosting; the male flower is yellow and female flow is green purple. The

ball fruit has thorn, oval shaped fruit, 4-9cm long, no handle or very short handle, staying in

tree for several years; the seed has thick back and obvious ridge, with thorn in belly. The

seed is oval shaped, 6-8mm, brown with zebra; the wing length is approximately 1cm, with

brown stripe. Cotyledon 8-12, florescent 4-5 months; the fruit will be ripe in the following

October. It's masculine tree with deep root. It's prone to sunshine and resists sterility and

wind. It can even grow normally at -25 ℃.

Robinia pseudoacacia L： Belong to leguminous robinia, deciduous tree, 10-20m high;

black brown peel, crack; branch thorn, grey brown small branch, no fluff or small fluff; it's

prone to warm and humid weather, grow well in area with average yearly temperature

8~14℃ and yearly rainfall 500~900 mm; it has no strict requirement on soil and very

adaptive; it's prone to thick, fertile, loose and wet sandy soil, powder soil and loam; besides,

it's not sensitive to the soil acid and alkali.

Forestation design is seen in table 1-9 and the forestation technology is seen in table

1-10.

Table 1-9 Forestation Design Vegetation

type Tree varieties Forestation mode

Row space（m）

Seedling type Density

Evergreen tree

Pimus tabulaeformis

Carr. Mixed by rows 2×2 2-year seedling 1250 pcs/hm2

Deciduous tree

Robinia pseudoacacia

L Mixed by rows 2×2 2-year seedling 1250 pcs/hm2

Hybrid grass Purity≥90%， Purity≥90%，germination 60kg/hm2

germination rate≥85%

rate≥85%

Table 1-10 Forestation Technology

Items Time Mode Specification and Requirement

Whole plot Spring

and autumn

Cave shaped

Cave diameter 50cm and depth 50cm; the cave shall ensure adequate extension of the root system;

Season Spring

and autumn

The forestation shall better be Spring or autumn to improve the survival rate; the grass seeds shall be applied in the rainy season or the soil moisture is good. The high temperature shading shall be taken into account.

Plantation Spring

and autumn

Seedling plantation

The seedling shall be straight and the root system shall be unfolded; the depth shall be proper; after filling soil in half depth, make compaction and finally put on the loose soil. It's feasible when the seedling depth exceeds he seedling root end at 2～3cm.

Seedling tending

Spring and

summer

Tend two years after forestation. Loosen soil, remove weed, apply fertilizer and control pests. The dead seedling shall be timely replaced. In the first two years after the forestation, remove weds and loosen soil two to three times. Make compaction in the seedling root area and avoid root exposure.

Through analysis and computation, the conservation measures and engineering volume

table of the obtaining field control area is seen in table 1-11.

Table 1-11 Obtaining Field Protection Measures Quantity

S/N Name of obtaining filed Position description

Obtai

ning

depth

（m）

Occupied

area

（hm2）

Topolog

y Remarks

Engineering measures Vegetation measures Temporary measures

Surface soil

backfilling

（10K m3）

Closure ditch Simple sedimentation pool

Site leveling

（hm2）

Ploughing

and applying

fertilizer

（hm2）

River

locust Applying grass seeds

Surface soil

peeling（hm2） Woven bag retaining wall（m3）

Dense mesh

net coverage

Length（m）

Foundation

soil

excavation

（m3）

Masonry

stone（m3）

Sand layer

（m3） Tower (pcs)

Foundation

excavation

（m3）

(1K pcs) Area（hm2） Qty（kg）（m2）

1 Xinli village obtaining

field Approximately 0.2km left of CK14+800 3 7.83

Low

slop

arable

land

7.83 237.44 9787.5 3.92

2 Xinfeng village

obtaining field Approximately 7.9km left of CK21+200 4 3.95

Hillside

woodlan

d

Depressed land,

brick plant

obtaining

3.95 130.63 2962.5 1.19

Harbin 0 0 0 0 0 0 0 0 0 0 0 11.78 368.07 12750 5.1

5 Niaohe town obtaining

field Approximately 1.6km left of CK47+500 3 5.27

Hillside

woodlan

d

230 327.13 154.96 97.57 2 14 5.27 52.7 4.22 252.96 5.27 150.89 3952.5 1.58

8

Sanbao town

Zhangdian village

obtaining field

Approximately 3.5km right of CK83+300 3 6.77 Arable

land Depressed land 6.77 220.78 8462.5 3.39

9

Chang'an town

Shuangyu village

obtaining field

Approximately 4.6km right of CK84+400 2.5 12.76 Arable

land 12.76 303.1 15950 6.38

10 Lianjiangtun obtaining

field Approximately 4.6km left of CK95+200 3 3

Bush

land Depressed land 3 113.84 2250 0.9

12 Shengli Mengjiagou

obtaining field Approximately 600m right of CK102+700 3 6.73

Wastela

nd Depressed land 6.73 170.51 5047.5 2.02

13 Shengli Dajiangtun

obtaining field Approximately 700m left of CK110+500 6 8.83

Hillside

wastelan

d

297 423.44 200.58 126.29 2 14 8.83 88.3 7.06 423.84 8.83 195.31 6622.5 2.65

Bin county 527 750.57 355.53 223.86 4 28 14.1 0 141

18 Chushan obtaining

field 1.6km right of CK190+000 3 8.13

Wastela

nd Depressed land 8.13 81.3 6.5 390.24 8.13 187.41 6097.5 2.44

19

Fangzheng forestry

bureau Jiling woodland

obtaining field

5km right of CK203+000 3 7.53

Hillside

woodlan

d

274 391.03 185.23 116.62 2 14 7.53 75.3 6.02 361.44 7.53 180.36 5647.5 2.26

Fangzheng 274 391.03 185.23 116.62 2 14 15.66 0 156.6

22 Hongxing obtaining

field 3.5km north of CK251+300 6 4.08

Hillside

woodlan

d

Depressed land,

brick plant

obtaining

4.08 40.8 3.26 195.84 4.08 132.76 3060 1.22

24 Ma'anshan abandoned

soil obtaining field 2.3km northwest of CK262+100 6 2.12

Hillside

waste

land

146 207.48 98.28 61.88 2 14 2.12 21.2 1.7 101.76 2.12 95.7 1590 0.64

25 Yangjiaogou obtaining

field 550m northwest of CK265+100 4 1

Wastela

nd Depressed land 1 1 10 1 84.85 1250 0.5

27

Linjiang obtaining

field (Ping'an obtaining

field)

3.5km northwest of CK286+000 6 4.2

Hillside

woodlan

d

Low slope 205 292.04 138.33 87.1 2 14 4.2 42 3.36 201.6 4.2 134.7 3150 1.26

28 Zhennan obtaining

field 1.3km southeast of CK289+700 6 3.72

Arable

land

Existing

obtaining field 193 274.84 130.19 81.97 2 14 3.72 3.72 3.72 163.66 4650 1.86

Yilan 543 774.37 366.8 230.95 6 42 15.12 4.72 114 8.32 499.2 15.12 611.67 13700 5.48

33 Sanlian village

obtaining field 2.7km west of CK325+200 2 6.5

Wastela

nd

Depressed

land, brick plant

obtaining

6.5 6.5 6.5 216.33 8125 3.25

37 Xigemu obtaining field Approximately 0.3km west of CK329+500 3 7.37 Arable

land 271 386.86 183.25 115.38 2 14 7.37 7.37 7.37 230.36 9212.5 3.69

38 Dongsihe village No. 1

obtaining field 3km northeast of TJK566+500 5 3.02

Hillside

woodlan

d

174 247.64 117.3 73.86 2 14 3.02 30.2 2.42 144.96 3.02 114.22 2265 0.91

Jiamusi 445 634.49 300.55 189.24 4 28 16.89 13.87 30.2 2.42 144.96 16.89 560.91 19602.5 7.84

Total 1789.8 2550.46 1208.11 760.66 16 112 61.77 18.59 441.8 34.54 2072.64 102.81 3062.85 100082.5 40.03

1.4.9 Abandoned soil (dreg) field control area In terms of engineering design, there are 47 dreg fields, covering an area of 190.17hm2;

it may accommodate dreg along the route. There are three types of abandoned soil (dreg)

fields, of which, there are 14 valley type abandoned soil (dreg) fields, 11 low slope

abandoned soil (dreg) fields, 22 depressed abandoned soil (dreg) fields, 6 obtaining field

backfilling soil.

1.4.9.1 Abandoned soil (dreg) field selection principle

（1） Make comprehensive utilization by taking it as packing for other engineering or

the building material to reduce temporary occupied land;

（2） For the hill area, take priority to arrange dreg field in the ditch or depressed area;

（3） It shall not influence the surrounding utility, industrial company and residential

area; besides, it shall stay away from the ditch with big water flow;

（4） The abandoned soil (slag) field selection shall stay away from the farmland and

vegetation area;

1.4.9.2 Appropriateness assessment

Assess dreg field appropriateness based on the temperature, soil condition, slope, salt

and alkali level, compression depth, land source security rate, land pollution level, external

condition, etc. Details are seen in table 1-12.

Table 1-12 Abandoned Soil (Dreg) Appropriateness Assessment

Items Valle dreg field Low slope dreg field Depressed dreg

field

Temperature Meet vegetation requirement Meet vegetation requirement Meet vegetation

requirement

Slope Average thickness of dreg

5~10m; relative low dreg platform

Average thickness of dreg 2.5~100m; relative low dreg

platform

Average thickness of dreg 2.5~25m; relative low dreg

platform Ponding depth/m

/ / /

Land source assurance rate/%

100 100 100

Pollution toxicity

No harmful chemical substance No harmful chemical

substance 无 No harmful

chemical substance External condition

Convenient transportation; arable land, some tunnel has inconvenient

Convenient transportation; arable land, some tunnel has

Convenient transportation;

Items Valle dreg field Low slope dreg field Depressed dreg

field transportation inconvenient transportation,

arable land at present arable land

Restriction analysis

External condition External condition External condition

Integrated appropriateness

analysis

Dreg platform is even, apply 40~50cm surface soil; some tunnel dreg field transportation is less convenient, woodland When the arable land is not possible, make forestation and restore vegetation

Dreg platform is even, apply 40~50cm surface soil; restore vegetation

Dreg platform is even, apply 40~50cm surface soil; restore vegetation and greening

1.4.9.3 Abandoned soil (dreg) protection principle

（1） The retaining shall precede over the abandoning; the abandoned soil and drag

shall be stacked in layer;

（2） The dreg field shall have the surface soil peeled; temporary retaining measures

shall be taken;

（3） For the dreg field with large water convergence area, proper flood ditch shall be

arranged to avoid flushing by the run off; the crossing between flood ditch and farmland

patch shall have water passed via the culvert;

（4） Restore according to the former standard when the farmland patch is occupied;

（5） Interface of the drainage ditch and the former drainage system shall be equipped

with energy adsorption facility;

（6） After abandoning, level the field according to the actual condition; backfill

surface soil (40~50cm) or restore vegetation to prevent erosion; for some dreg fields with

condition, use 20cm thick clay layer to form bulwark and cover with 40cm～50cm surface

soil; protect vegetation along the slope.

The typical soil (dreg) field leveling and protection measures are seen in figure 1-4

and 1-5.

植草护坡复耕

1:1.5

0.5%排洪沟

表土40~50cm

边埂30cm

挡渣墙

石碴

土碴

中文英文排洪沟 Flood ditch 复耕 Reclamation 表土 40~50cm Plantation soil 40~50cm 边埂 30cm Side raised path 30cm 植草护坡 Grass protected slope 土渣 Soil dreg 石渣 Stone dreg 挡渣墙 Dreg retaining wall

Figure 1-4 High Slope Abandoned Soil (Dreg) Protection Diagram

土碴

原坡面

复耕

石碴挡渣墙

边埂30cm

种植土40~50cm

排洪沟0.5%

1:1.5

植草护坡

平台

中文英文排洪沟 Flood ditch 复耕 Reclamation 种植土 40~50cm Plantation soil 40~50cm 土渣 Soil dreg 石渣 Stone dreg 原坡面 Former slope surface 边埂 30cm Side raised path 30cm

植草护坡 Grass protected slope 平台 Terrace 挡渣墙 Dreg retaining wall

Figure 1-5 Low Slope Abandoned Soil (Dreg) Protection Diagram

1.4.9.4 Temporary protection measures

The temporary engineering surface soil peeling is taken as 50cm; the woodland takes

30cm for peeling; the wasteland and pond has no peeling; the peeled surface soil shall be

placed inside the dreg field; the outside is protected by the woven bag slope. The piling

height shall not exceed 4m, slope ratio within 1: 1.5; the temporary retaining wall fracture

type uses height x roof width x floor width =1.0m×0.5m×1.1m; use interwoven and lap

structure; the lap length shall not be less than 1/3 of the woven bag length. The surface soil

shall be compacted and sprayed with water; since the surface soil has to be placed for a long

time, the soil structure is loose; erosion and weathering may easily occur during windy and

rainy seasons. The exposed surface shall be protected by some hybrid grass, grass seed per

hectare at 60kg.

1.4.9.5 Engineering measures design

For the dreg field, the protection requirement and some engineering quantity are

proposed instead of making protection measure design. Control design of the typical dreg

retaining wall, flood ditch, energy adsorption measure, drainage ditch, farmland patch,

culvert and land are as follows:

1． Retaining wall design

The retaining wall height is taken at 3～5m; it's gravity type; the stability is

calculated according to the gravity type retaining wall and calculation procedure; the

retaining wall length is measures according to the actual topology.

Establish a sedimentation seam along the retaining wall every 10～15m, seam width

2cm; it's embedded with asphalt fir plat; set drainage hole every 2～3m along the wall;

when the wall height is 1～1.5m, set a row of drainage holes under; when the wall

height is 2～3m, set two rows of drainage holes along the vertical direction. The

lowest row of drainage hole is 0.3m above the ground; the drainage hole of the

retaining wall is back filtered with the cloth.

The specific designed fracture of the retaining wall is seen in HJSB-07.

a Retaining stability analysis

The typical dreg retaining wall is seen in figure 1-4, wall height at 3～5m; the stability

analysis is as follows:

Specific weight r 于 19.0kN/m3~20kN/m3, internal friction angle ϕ , at 30º; since the

wall back is rough and the drainage is good, the friction angle between the abandoned soil

and wall back δ takes 1/3ϕ＝15º

Dreg piling slop after the wall 1：1.5.

The soil pressure uses the calculation of Kulun soil pressure theory:

AA KrHE 2

21

=

KA active soil pressure factor, at 0.84 by referring to the Hydraulic Design Manual;

Anti-slippery stability formula of the masonry retaining wall shall use the anti-pruning

formula:

∑∑=

PGf

K1

Where： 1K — anti-slippery safety factor;

f — friction factor between wall bottom and base

∑G — Sum of vertical force on the wall

∑P— Sum of level force on the wall.

Anti-inclination stability formula:

a

m

MMK =2

Where： 2K — Toppling safety factor of wall to wall front toe;

mM — Anti toppling moment of the all forces to wall front toe;

aM — Overturning moment of the wall front toe.

Calculation formula of base stress:

BN

Be )61( 0

max ×+=σ

BN

Be )61( 0

min ×−=σ

Where： maxσ— maximum stress value of base;

minσ— minimum stress value of base;

N — axial force;

B — section width;

0e — eccentricity.

Through calculation, various indicators meet with Development Project Conservation

Technology Code; the stability factor meets with requirement and anti-sliding stability factor

more than or equivalent with 1.3, anti-toppling stability factor more than or equivalent with

1.5; the base maximum design value shall be less than foundation load force; conversely,

take the foundation reinforcement measure or the reinforced concrete bottom plate; the

calculation result is seen in table 1-13.

Table 1-13 Retaining Wall Fracture Dimension and Parameter Calculation

Fracture dimension（mm）

Volume per

meter（m3）

Standard soil pressure value

(kN) Stability factor

Eccentrity(mm)

Toe floor pressure design

value(kPa) h h1 h2 b1 b b2 Level Vertical Anti-slippery Anti-inclination

2000 / 173 500 865 0 1.32 18.11 4.85 1.66 2.16 194 119.03

3000 / 231 600 1154 0 2.31 40.74 10.91 1.38 1.67 354 252.92

4000 400 317 750 1587 100 3.17 72.42 19.4 1.33 1.74 455 290.49

5000 400 413 950 2067 200 4.13 113.16 30.31 1.35 1.88 531 309.31

中文英文土工布反滤 Cloth back filter 弃土（渣） Abandoned soil (dreg) 排水孔 Drainage opening

b Dreg stability analysis

Assume the dreg is considered as the non-sticky soil, without considering dreg

cohesion c; since the slag material has large clearance and strong penetration and the

drainage measure is taken, the soaking line is also low even in rainy season; the impact of

the clearance water pressure on material stability is not considered.

Calculation method:

Use non-sticky soil stability safety factor formula as per the Land Mechanics:

FS=tgφ/ tgβ

Where：φ—soil friction angle

β—slope angle

The computation parameter is determined according to relevant data, safety factor 1.10;

the friction angle 34 º, dreg slope 1:1.7, safety factor is determined at 1.15; the fraction angle

of the earth and stone dreg field is 30 º, dreg slope 1:2, safety factor is determined at 1.15.

the cohesion is not considered. The actual dreg stability is higher the computed value.

According to the slope stability requirement and the computation result and considering

similar experience, the design slope takes 1:1.7, the design slope of the earth and stone dreg

field takes 1:2.

2． Flood ditch and energy adsorption measure design

The flood ditch is established and the outlet is equipped with slot to remove flood

from the dreg platform and the natural slope in the perimeter. The typical maximum peak

flow is used to determine the fracture dimension of the flood ditch; the typical fracture

dimension is selected according to the collection area. The flood ditch length is obtained

according to the actual measuring.

（1） Flood calculation

Determination of designed flood frequency: refer to provision of Integrated

Conservation Control Technology Code-Small Conservation and Drainage Engineering,

according to the downstream flood standard and importance of the protection object, the

排水孔

土工布反滤4%

4%

b

hb2

h2h1

b

0.2:1

1:2

1:0.2

弃土(渣)

designed flood frequency is taken at once per 10 or 20 years. The route runs along the

sensitive ecological area and national protection area. The defense standard is once per 20

years. The drainage ditch collection area is generally less than 1.0km2; the slope peak flow is

determined according to Development Project Conservation Technology Code: KIFQB 278.0=

Where：QB— maximum designed peak flow（m3/s）；

I— maximum 1h rainfall strength（mm/h），69.70mm/h；

F— closure upstream collection area（km2）；

K—run-off factor（at0.6）。

Calculate fracture according to the designed flow:

Where ： QB—designed

rainfall slope

Maximum run-off flow（m3/s）；

A— Closure fracture area（m2）；

C— drainage coefficient;

R— hydraulic force radius（m）；

i —closure ditch gradient

The ladder fracture is used; the fracture dimension is determined according to the even

flow formula; the flow shall ensure no flushing and silting; the longitudinal slope of the

channel shall use 5/1000~1/100, interior slope ratio 1:0.75, higher 0.2m, h represents water

depth passing the peak flow; the flood ditch is made of masonry, stone thickness 0.3m, with

0.15m thick rubble lining under.

Through calculation, seven typical types of fracture dimension determined are seen in

table 1-14.

RiACQB =

Table 1-14 Typical Fracture Design Calculation Fracture type

Design parameter Ⅰ Ⅱ Ⅲ Ⅳ Ⅴ Ⅵ Ⅶ

Discharge capacity(m3/s) 0.34 0.88 1.79 3.07 5.23 7.74 12.32

Slope m 0.75 0.75 0.75 0.75 0.75 0.75 0.75

n roughness 0.014 0.014 0.014 0.014 0.014 0.014 0.014

Gradient i(1:n) 200 200 200 200 200 200 200

Designed water depth (m) 0.3 0.5 0.6 0.8 1 1 1

Floor width b(m) 0.5 0.5 0.8 0.8 0.9 1.5 2.5

Ditch depth H(m) 0.5 0.7 0.8 1 1.2 1.2 1.2

Opening width B(m) 1.25 1.45 2 2.2 2.42 3.45 4.95 Fracture（m2） 0.31 0.51 0.8 1.1 1.67 2.07 2.97

Masonry at extension of m（m3） 0.825 0.975 1.14 1.29 1.398 1.65 1.95 Foundation excavation at

extension of m（m3） 1.781 2.285 2.933 3.563 4.224 5.375 6.995

Sand lining at extension of m（m3）

0.347 0.422 0.504 0.579 0.675 0.759 0.909

（2） Energy adsorption measures

The project lies in the hill area and some outlet of the flood ditch has uneven topology.

In order to connect with the former drainage system and avoid flushing, the energy

adsorption facility shall be established. Since the outlet height difference is more than 5m,

the steep slot and energy adsorption pool are used.

The energy adsorption facility is composed of the transition section, steel slot, force

adsorption pool and rectification section. Its typical facture is seen in figure 1-7.

H

H2

T2 T2

e2

25 D2 b D2 25

I--I

原排水渠道L4LL3L2L1上游渠道

H1 HO

进口段

40030

0

400

1000

1:3

e2H2

H22e

1:1 1:1

1:2

600

300

e3H3

d e3300

300

300

400

1 H0 H

中文英文

进口段 Inlet section 上游渠道 Upstream channel 原排水渠道 Former drainage channel

Figure 1-6 Typical Design of Energy Adsorption Facility Diagram

The steep slot is in rectangle shape; try to increase water depth, reduce flow and

improve downstream energy adsorption state. The dimension is determined according to he

even flow formula, gradient 1:3.0; the side wall height H is determined according to the

design water depth plus safety height, the safety height is at 0.5m.

The force adsorption pool is made of masonry, floorboard thickness 0.5m, side wall

thickness 0.5m, fracture dimension is determined according to formula below:

Typical fracture dimension of the high slope, energy adsorption pool are seen in table

1-15.

Table 1-15 Steep Slot Design Parameters

Design flow Q (m3/s)

Inlet section Steep slot section Force adsorption pool section Outlet section

Length (cm)

Bottom width (cm)

Slot depth (cm)

Width (cm)

Pool depth (cm)

Cut height (cm)

Bottom plate thickness (cm)

Outlet slope length (cm)

Rectification length (cm)

Q≤1.0 150 40 60 150 100 40 45 90 150

1.0<Q<2.0 200 50 70 200 110 50 50 100 200

2.0<Q<5.0 250 60 80 250 120 55 55 110 250

5.0<Q<8.0 300 75 95 300 120 60 55 120 300

8.0<Q<12.0 450 85 100 400 120 70 60 130 450

3 Drainage ditch

The drainage facility shall use masonry structure (space 200m); since the platform area

is small, the fracture dimension shall be masonry ladder fracture with floor width 50cm,

opening width 80cm, depth 50cm, longitudinal slope no less than 3/1000, masonry thickness

0.3m, 0.15m thick rubber lining under.

4 Land control

Level the field according to actual condition after abandoning; backfill surface soil

(40~50cm); restore vegetation to prevent erosion; the dreg field with condition shall make

20cm thick clay layer and form bulwark and cover 40cm～50cm surface soil. Plough the

land and apply fertilizer and improve soil structure and fertility.

The dreg field slope shall be controlled; when the height is more than 8m, establish

2m platform; the convergence of the dreg platform and slope is equipped with raised patch

for water retaining.

1.4.9.6 Vegetation protection measures design

The retaining shall precede over the abandoning. Abandon stone dreg before soil.

After abandoning, make compaction. The slope is controlled at approximately 1:2; make

forestation and plant grass with soil from roadbed, surface soil; the covering soil thickness is

40cm; plant bush and hybrid grass and dotted with hybrid grass.

In accordance with conservation and forest planning and based on the restoration

ecology principle, choose extensively scattered bush and quality tree and grass for rapid

vegetation restoration. The bush shall be river locust, bicolor, etc; the grass shall be green

bristlegrass, purple festuca, nutans; the forestation design is seen in table 1-16; forestation

technology seen in table 1-17.

Table 1-16 Forestation Design

Vegetation type

Tree varieties

Forestation mode Row space（m）

Seedling type Density

Broad leaf bush

River locust and biclor

Mixed between river locust and

biclor, dotted with hybrid grass

1×1 Canopy height 80cm 10000

pcs/hm2

Hybrid grass Purity≥90%，

germination≥85% 60kg/hm2

Table 1-17 Forestation

Items Time Mode Specification and Requirement

Plantation

Spring Seedlings

Straight seedling, extended root system; make compaction after filling soil for half depth; finally apply loose soil; the plantation depth exceeds 2～3cm of the former soil trace; apply the hybrid grass (apply soil according to soil humidity); make germination urgency treatment to increase survival rate.

Tending Spring and

summer

Tend for two consecutive years; remove weeds, apply fertilizer and control pests; replace the dead seedling;

Through analysis and computation, the conservation measures and engineering volume

table of the dreg field control area is seen in table 1-18.

Table 1-18 Dreg Field Engineering Measure and Quantity

S/N Name Position Occupied

land （hm2）

Occupied

land

category

Abandoned

soil qty (10K

m3)

Depth（m）


Masonry dreg retaining wall Closure ditch and efficacy measures Site leveling Bush Hybrid grass Surface

soil

peeling

(hm2)

Woven bag

retaining

wall (m3)

Dense mesh

net coverage

Surface

soil

backfilling

(10K m3) Length Height Masonry

Foundation

excavation Length Masonry

Earthwork

excavation Sand lining

Site

leveling

Reclamati

on 1K pcs Area（hm2) Qty（kg) （m2)

1 Xinli village

abandoned soil field

Approximately 0.2km left

of CK14+800 7.83

Arable

land 25.50 3.50 7.83 7.83

2 Xinfeng village



of CK21+200 3.95 Woodland 19.70 4.50 3.95 23.70 2.77 165.90

Harbin 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.78 7.83 23.70 2.77 165.90 0.00 0.00 0.00 0.00

3

Binxi development

zone abandoned soil

field 1

Left of CK41+000 6.50

Slope

drought

land

65.00 10.00 382.43 5.00 1579.42 795.45 637.38 822.22 2270.98 369.04 6.50 6.50 6.50 193.49 6500.00 2.60

4

Binxi development

zone abandoned soil

field 2

Left of CK41+001 5.54

Slope

drought

land

55.40 10.00 353.06 5.00 1458.13 734.36 588.43 670.81 1725.87 296.57 5.54 5.54 5.54 178.63 5540.00 2.22

5 Gaojiatun

abandoned soil field 3km left of CK48+200 2.50 Wasteland 7.50 3.00 2.50 15.00 1.75 105.00 2.50 120.00 2500.00 1.00

6

Gaoli Gouzi

Paiting Plant


Approximately 1.7km

right of CK52+000 4.00 Wasteland 10.00 2.50 4.00 24.00 2.80 168.00

7

Niaohe town

Jiangjun avenue


3km left of CK54+900 3.33 Wasteland 10.00 3.00 3.33 20.00 2.33 140.00

8 Hejiatun abandoned

soil field 1.1km left of CK64+300 5.21 Wasteland 36.50 7.00 228.35 3.50 527.48 474.96 570.87 736.42 2034.01 330.53 5.21 31.29 3.65 219.00 5.21 150.09 3910.71 1.56

9 Jingjian town


Approximately 1.2km

right of CK69+000 16.67 Wasteland 50.00 3.00 16.67 100.00 11.67 700.00 16.67 268.33 12500.00 5.00

10 Bin'an brick plant

abandoned soil field 5km left of CK83+500 1.80 Wasteland 45.00 25.00 1.80 10.80 1.26 75.60

11

Sanbao town

Zhangdian village


Approximately 3.5km right

of CK83+300 6.77

Arable

land 20.00 2.00 6.77 6.77

12

Chang'an town

Shuangyu village


Approximately 4.6km right

of CK84+400 12.76

Arable

land 28.40 2.00 12.76 12.76

13 Lianjiatun

obtaining field


of CK95+200 3.00 Woodland 9.80 3.00 433.01 357.24 771.20 150.26 3.00 18.00 2.10 126.00

14

Ningyuan town

brick plant


6km right of CK97+000 1.67 Wasteland 15.00 9.00 129.10 3.00 298.22 268.53 322.75 266.27 574.82 111.99 1.67 10.00 1.17 70.00 1.67 84.85 1250.00 0.50

15 Shengli Approximately 600m right 6.73 Wasteland 15.60 2.50 648.56 535.06 1155.08 225.05 6.73 40.38 4.71 282.66

Mengjiagou


of CK102+700

16 Shengli town

abandoned soil field 280m left of CK109+000 7.40 Woodland 37.00 5.00 272.03 2.00 359.08 565.82 680.07 1122.12 3655.40 516.18 7.40 44.40 5.18 310.80 7.40 178.80 5550.00 2.22

Bin county 1364.96 18.50 4222.33 2839.12 3881.07 4510.13 12187.34 1999.62 83.88 31.57 313.87 36.62 2197.06 45.49 1174.19 37750.71 15.10

17 Yongfatun

abandoned soil field 1km left of CK118 12.50 Woodland 50.00 4.00 320.00 2.00 422.40 665.60 883.88 1235.67 3733.52 596.62 12.50 75.00 8.75 525.00 12.50 232.38 9375.00 3.75

18 Shengli abandoned

soil field 100m left of CK117+240 1.10

Arable

land 5.50 5.00 104.88 2.00 138.44 218.15 262.20 338.24 934.23 151.82 1.10 1.10 1.10 68.93 825.00 0.33

19

Ping'an tunnel

inlet abandoned

dreg field

100m right of CK123+850 2.89 Woodland 28.90 10.00 170.00 5.00 702.10 353.60 425.00 594.15 1795.20 286.88 2.89 17.34 2.02 121.38 2.89 111.74 2167.50 0.87

20

Ping'an tunnel

outlet abandoned

dreg field


21 Lianbin abandoned

soil field 250m left of CK128+750 4.20 Wasteland 42.00 10.00 204.94 5.00 846.40 426.27 512.35 845.37 2753.87 388.87 4.20 25.20 2.94 176.40 4.20 134.70 3150.00 1.26

22

Fangzheng tunnel

inlet abandoned

dreg field


23

Fangzheng tunnel

outlet abandoned

dreg field

500m left of CK133+635 2.80 Wasteland 28.00 10.00 167.33 5.00 691.08 348.05 418.33 690.24 2248.52 317.51 2.80 16.80 1.96 117.60 2.80 109.98 2100.00 0.84

24 Chang'fa

abandoned soil field 300m right of CK139+500 1.60 Woodland 16.00 10.00 126.49 5.00 522.41 263.10 316.23 442.09 1335.75 213.45 1.60 9.60 1.12 67.20 1.60 83.14 1200.00 0.48

Table 1-18 Dreg Field Engineering Measure and Quantity (Continued)

S/N Name Position Occupied

land （hm2）

Occupied

land

category

Abandoned

soil qty (10K

m3)

Depth（m）


Masonry dreg retaining wall Closure ditch and efficacy measures Site leveling Bush Hybrid grass Surface

soil

peeling

(hm2)

Woven bag

retaining

wall (m3)

Dense mesh

net coverage

Surface

soil

backfilling

(10K m3) Length Height Masonry

Foundation

excavation Length Masonry

Earthwork

excavation Sand lining

Site

leveling

Reclamati

on 1K pcs Area（hm2) Qty（kg) （m2)

25

Changfatun


2

200m right of CK140+500 2.95 Wasteland 29.50 10.00 170.00 4.00 538.90 353.60 751.00 968.79 2675.81 434.83 2.95 17.70 2.07 123.90 2.95 112.89 2212.50 0.89

26

Cuijiatun houshan

no.1 abandoned soil

field

1.1km right of CK147+000 4.00 Woodland 24.50 4.50 500.00 699.00 2112.00 337.50 4.00 24.00 2.80 168.00 4.00 131.45 3000.00 1.20

27

Cuijiatun houshan

no.2 abandoned soil

field

1.1km right of CK147+000 5.12 Wasteland 25.60 5.00 565.69 790.83 2389.46 381.84 5.12 30.72 3.58 215.04 5.12 148.72 3840.00 1.54

28

Cuijiatun houshan

no.3 abandoned soil

field

1.1km right of CK147+000 5.30 Wasteland 26.50 5.00 575.54 804.61 2431.09 388.49 5.30 31.80 3.71 222.60 5.30 151.31 3975.00 1.59

29

Shangzhi brick

plant abandoned

soil field

200m right of CK155 1.46 Waste

ditch 14.60 10.00 302.08 294.52 690.24 127.48 1.46 8.76 1.02 61.32 1.46 79.42 1095.00 0.44

30 Jianshanzi

abandoned soil field 1.7km right of CK180+700 3.12 Wasteland 31.20 10.00 176.64 4.00 559.93 367.40 441.59 617.34 1865.27 298.07 3.12 18.72 2.18 131.04 3.12 116.10 2340.00 0.94

31 Chushan abandoned

soil field 1.6km right of CK188+500 10.90 Wasteland 80.00 6.50 330.15 3.00 762.65 686.72 825.38 1153.88 3486.40 557.13 10.90 65.40 7.63 457.80 10.90 217.00 8175.00 3.27

32

Expressway

obtaining pit


2km right of CK189+500 5.53 Wasteland 82.90 15.00 587.72 758.16 2094.05 340.29 5.53 33.16 3.87 232.12 5.53 154.52 4145.00 1.66

33 Caopigou

abandoned soil field 200m right of CK197+600 2.16 Wasteland 32.40 15.00 146.97 7.00 1984.09 305.70 367.42 473.98 1309.13 212.74 2.16 12.96 1.51 90.72 2.16 96.60 1620.00 0.65

34

Fangzheng

forestry bureau


800m left of CK216+100 1.88 Woodland 37.50 20.00 136.93 8.00 2414.09 284.82 342.33 390.25 1004.04 172.53 1.88 11.25 1.31 78.75 1.88 90.00 1406.25 0.56

Fangzheng 2450.71 60.00 11219.54 5097.48 8841.69 12359.30 36970.22 5786.65 72.23 1.10 426.79 49.79 2987.53 72.23 2239.86 54173.75 21.67

35 Dongxing no. 1

abandoned soil field 800m left of CK252+950 4.23 Wasteland 42.30 20.00 4.23 25.38 2.96 177.66

36 Dongxing no. 2

abandoned soil field 800m left of CK252+950 3.46 Wasteland 34.60 10.00 3.46 20.76 2.42 145.32

37 Xingfu abandoned

soil field 1.2km south of CK255+400 5.51 Wasteland 38.60 10.00 5.51 33.09 3.86 231.60 5.51 154.34 4135.71 1.65

38 Ma'anshan

abandoned soil field 6.2km right of CK262+600 6.08 Wasteland 45.60 7.00 6.08 36.48 4.26 255.36 6.08 162.07 4560.00 1.82

39 Xianjin abandoned

soil field 3.9km left of CK278+200 9.53 Wasteland 28.60 8.00 9.53 57.20 6.67 400.40 9.53 202.94 7150.00 2.86

40

Yangshu village

south abandoned

soil field

6.5km southeast of

CK279+000 6.72

Slope

waste land 43.80 3.00 6.72 40.32 4.70 282.24 6.72 170.38 5040.00 2.02

41 Yangjiaogou


6.1km southeast of

CK279+000 11.42 Wasteland 68.50 7.00 11.42 68.50 7.99 479.50 11.42 222.08 8562.50 3.43

42 Yangshu abandoned

soil field 4.3km left of CK280+800 6.55 Wasteland 52.40 6.00 255.93 2.00 337.83 532.33 639.82 527.85 1139.53 222.02 6.55 39.30 4.59 275.10 6.55 168.21 4912.50 1.97

43

Shunxiang


1

120m right of CK293+600 2.05 Wasteland 14.10 8.00 143.18 3.00 330.74 297.81 357.95 500.41 1511.96 241.61 2.05 12.30 1.44 86.10 2.05 94.11 1537.50 0.62

Yilan 399.11 5.00 668.57 830.14 997.77 1028.26 2651.49 463.63 55.55 0.00 333.33 38.89 2333.28 47.86 1174.13 35898.21 14.36

44 Xinghua abandoned

soil field 200m right of CK309+100 3.75 Woodland 22.50 6.00 3.75 22.50 2.63 157.50 3.75 127.28 2812.50 1.13

45 Houshishan tunnel 600 right of CK316+400 1.23 Woodland 8.63 7.00 111.03 3.00 256.49 230.95 277.59 541.29 1941.71 252.32 1.23 7.40 0.86 51.78 1.23 72.98 924.64 0.37

inlet abandoned

dreg field

46

Houshishan tunnel

outlet abandoned

dreg field

500m left of CK321+400 1.23 Wasteland 8.64 7.00 111.10 3.00 256.64 231.08 277.75 541.60 1942.83 252.47 1.23 7.41 0.86 51.84 1.23 73.02 925.71 0.37

47 Qianjin abandoned

soil field 2.1km north of CK328+560 1.55 Wasteland 7.74 5.00 124.42 2.00 164.23 258.79 311.05 303.27 710.74 131.26 1.55 9.29 1.08 65.02 1.55 81.78 1161.00 0.46

Jiamusi 346.55 8.00 677.36 720.83 866.38 1386.17 4595.28 636.06 7.77 0.00 46.59 5.44 326.14 7.77 355.06 5823.86 2.33

Total 4561.33 91.50 16787.81 9487.57 14586.91 19283.86 56404.33 8885.96 231.21 40.50 1144.27 133.50 8009.91 173.35 4943.24 133646.54 53.46

1.4.10 Construction access control area The newly added and modified construction access 224.20km, covering land of

79.46hm2; it's planned as countryside patch or farmland patch; it's recommended to use

rubble or mud stone pavement, with thickness 20cm; when the construction access crosses

the ditch and channel, build culvert or small bridge so make the drainage channel or

irrigation water access smooth. Meanwhile, periodically spray water to prevent flying dust.

After construction, some construction access will serve as the farmland or countryside road,

with width 4m~7m; improve the road condition and road system; the roadbed side is planted

with vegetation.

（1） Surface soil peeling

For the construction access occupying the arable land, wasteland and woodland, peel

surface soil with thickness 30cm; the surface soil is stored out of the site; the stored slope

inside the temporary land scope is 1：1, piling height lower than 4m; the woven bag retaining

wall shall be used for protection. For the exposed part, the hybrid grass shall be used for

protection; cover dense mesh net.

（2） Roadbed slope protection

The construction access for the slope is an importance link for the newly added

erosion; attach importance to the downstream slope protection; the concrete measures

include: the construction unit shall attach equal importance to excavation and transportation

without random dumping; the slope inside is equipped with the drainage ditch and masonry

with thickness 30cm, floor sand lining 15cm; the drainage ditch fracture floor width x ditch

depth x opening width =0.5×0.5×0.8m, longitudinal slope 1%, passing capacity 0.38m3/s. the

excavation and filling slope is planted with vegetation. Plant bush on both sides of the

modified construction access

（2） Back end treatment measures

For the construction access not used as the road or farmland path, restore the former

land function. Apply fertilizer 45m3 per hectare; when the former land is wasteland or

woodland, make reclamation and apply hybrid grass, green bristlegrass, purple festuca,

nutans. Apply grass see 60kg per hectare

Through calculation, the construction access area control measure engineering volume

is seen in table 1-19.

Table 1-20 Construction Access Area Control Measure Engineering Volume

Name of items Unit Harbin Bin

county Fangzheng

county Yilan county

Jiamusi Total


Site leveling hm2 6.03 14.43 29.88 23.26 5.86 79.46 Reclamation and

fertilizer application hm2 3.86 9.24 19.12 14.89 3.75 50.86

Drainage

ditch

Length（m）

m 1940 9570 12300 10680 1560 36050

Earthwork excavation

m3 1571 7752 9963 8651 1264 29201

M7.5 masonry

m3 1474 7273 9348 8117 1186 27398

Sand lining

m3 330 1627 2091 1816 265 6129

Vegetation measures

Grass plantation

hm2 1.2 2 6.66 4.81 1.33 16

Slope grass

m2 5820 57420 86100 85440 3120 237900

Temporary measures

Surface soil peeling

hm2 6.03 14.43 29.88 23.26 5.86 79.46

Woven bag retaining wall

m3 242.10 374.51 538.92 475.49 238.66 1869.68


m2 4522.50 10822.50 22410.00 17445.00 4395.00 59595.00

Surface soil backfilling

10000 m3

1.81 4.33 8.96 6.98 1.76 23.84

1.4.11 Production & living control area The area mainly includes beam field, concrete mixing station, production & living area

and area for the large production facilities. During the construction, there will be frequent

activity of the construction machinery and people. The original topology and vegetation may

be impaired. The road hardening as well as the rubble will change the soil structure and

reduce the productivity. Thus, in order to improve ecological environment and reduce

erosion, practical and effective conservation measures shall be taken.

1.4.11.1 Prevention control measures

In accordance with the principle of central planning, source control and combination

of prevention and restoration, take effective preventive measures to strengthen source and

process control and minimize topology impairment. Take priority in combing the temporary

facility and permanent facility. One rail pavement base is equipped. The material plant is

arranged in the existing station.

1.4.11.2 Measure arrangement

Since the temporary facility is occupied, after construction, it's feasible to just clear the

site. Before occupying the woodland, wasteland and arable land, peel the surface soil; for

arable land, take 50cm for computation, woodland 30cm, waste land 20cm; the surface soil

is stored out of the site; the stored slope inside the temporary land scope is 1：1, piling height

lower than 4m; the woven bag retaining wall shall be used for protection. For the exposed

part, the hybrid grass shall be used for protection; the grass seed applied per hectare is 60kg.

The large temporary site shall be considered; excavate drainage ditch or cover the

drainage slot; the engineering volume and investment shall be incorporated in the main

engineering.

中文英文

覆着物清理 Covered stuff clearing 表土剥离 Surface soil peeling 表土保存 Surface storage

临时设施布置 Temporary facility arrangement 场地清理 Site clearing 表土回填 Surface soil backfilling

恢复为耕地

覆着物清理表土保存

场地清理

临时设施布置

表土剥离

翻垦整地、施土杂肥

原地类

表土回填

耕地

其他用地植草灌绿化

翻垦整地、施土杂肥 Reclamation and fertilizer application 其他类 Other types 其他用地 Other land usage

植草灌绿化 Grass plantation and greening 恢复为耕地 Restoration of arable land

Figure 1-7 Production & Living Area Measure Arrangement Flow

After construction, remove the solidifying and rubble pavement; conduct site leveling

and reclamation and backfill the surface soil; restore it as the arable land and woodland;

apply fertilizer 45m3per hectare; the bush shall be river locust; the grass shall be green

bristlegrass, purple festuca, nutans. Apply grass see 60kg per hectare; the flow is seen in

figure 1-7.

Through calculation, the production & living area control measures engineering

volume is seen in table 1-20.

Table 1-20 Production & Living Area Control Measure Engineering Volume

Name of items Uni

t Harbin

Bin county

Fangzheng county

Yilan county

Jiamusi Total


Site leveling

hm2 18.58 44.35 65.53 37.13 33.54 199.13

Reclamatio

n and fertilizer

application

hm2 16.00 32.42 36.24 21.16 21.52 127.34

Vegetation measures

Grass plantation

hm2 2.58 11.93 29.29 15.97 12.02 71.79

Bush 1K pcs

0.00 0.00 76.40 11.60 0.00 88.00

Temporary measures

Surface soil peeling

hm2 18.58 44.35 65.53 37.13 33.54 199.13

Woven bag

retaining wall

m3 424.97 656.57 798.09 600.75 570.97 3051.35


m2 13935.0

0 33262.5

0 49147.50

27847.50

25155.00

149347.50

Surface soil backfilling

10K m3

5.57 13.31 19.66 11.14 10.06 59.74

1.4.12 Yilan Mudan River Water Source Area Construction Management Protection Measures

① Reasonably arrange construction site; don't make base, stockpile, retaining filed or

camp in it; the construction access shall strive to take advantage of the existing patch; the

small temporary site shall be out of the protection area; ensure reasonable and compact

arrangement to downsize land occupation and interference.

② For the living water arising out of the construction personnel, the temporary water

pool and septic pool shall be available; the septic vehicle shall be present to periodically shift

the living sewage; the waste shall be timely cleared.

③ The building material with harmful substance (cement for example) shall stay far

away from the water source; the pavement material shall be equipped with rainproof facility;

the cement shall not be dumped on the road; the engineering scrap shall be timely shifted

away.

④ Strictly manage the construction machinery and transportation vehicle inside the

protection area; the fuel leakage and random waste oil discharge is strictly prohibited; to set

up vehicle storage and maintenance workshop in the protection area is strictly prohibited.

⑤ The construction unit shall actively contact the competent authority and strives to

arrange construction according to the related provisions. Make reasonable construction and

site arrangement. Large construction machinery shall stay far away from the protection area.

The transportation vehicle is wrapped in canvas to avoid material spilling or flying

dust.

⑥ Reasonably arrange earthwork; don't randomly pile and dump the building waste; the

surface humus shall be placed in the permanent land occupation scope. After roadbed

construction, take it as the roadbed slope and greening soil; for the temporary soil piling, the

film shall be covered to prevent erosion. Inside the roadbed slope, the river locust shall be

planted to prevent erosion.

⑦ The construction machinery shall stay away from the protection area; prevent

mechanical repair and washing sewage's pollution on the water body and soil. Strengthen

construction machinery repair and make strict construction management and reduce drifting,

dipping and leakage of the construction machinery. Establish small oil insulation and

collection pool and treat oily production sewage.

⑧ Recommend to increase full-time or part-time management personnel and

environmental supervision engineer to strengthen setup and implementation of the concrete

environmental protection measures; take priority importance on the prevention and avoid

water pollution.

⑨ Train construction staff in terms of environmental protection and enhance their

corresponding environmental ideology; standardize behavior and avoid unnecessary

pollution.

⑩ The alarm mechanism shall be available; in case of water pollution during

construction, Yilan environmental protection bureau, water conservancy bureau and

construction bureau shall be informed; take emergency measures to control water pollution.

1.4.13 Resettlement and special modified area erosion control requirement The project requires a resettlement of 1,497 families and modified road 86,688m. the

house and special construction will interfere the surface and incur some erosion. The follows

aspects shall be followed during erosion control:

（1） Arrange drainage ditch and retaining pit; discharge the ponding and retain the soil

and dreg to prevent erosion during rainy days.

（2） When the house is built, the empty space shall be planted with grass and tree for

conservation as well as greening purpose.

（3） In case of large earthwork and high excavation slope, pay attention to dreg

retaining measures. Protect the slope after construction; meanwhile, the toe and excavation

slope surface shall be arranged with drainage ditch.

1.5 Control measures and engineering volume Main conservation engineering volume is seen in table 1-21.

Table 1-21 Conservation Measures and Engineering Volume Summary

Items Unit Harbin Bin county Fangzheng county Yilan county Jiamusi Total Set position

Engineering

measures

Roadbed area

Slope protection

M10 masonry stone m3 67953.07 139025.48 159018.80 153035.95 74728.53 593761.83 * Both sides of roadbed

C25 concrete block m3 2576.87 5117.23 6373.10 5451.10 3101.83 22620.13

Base soil m3 77582.93 158556.98 181931.09 174335.76 85613.40 678020.15 * Roadbed slope

Cutting slope protection M10 masonry stone m3 47509.61 148371.46 215464.87 80749.17 9426.33 501521.44

* Cutting slope C25 concrete block m3 2777.69 7795.22 11719.65 5136.87 606.09 28035.52

Masonry drainage ditch M10 masonry stone m3 16308.70 30002.46 38609.49 25512.39 4312.51 114745.56

* Roadbed slope toe Foundation soil m3 42454.38 78101.65 72591.61 39389.29 4524.43 237061.37

Site area Masonry drainage ditch Length m 6000.00 37684.00 30694.00 27504.00 21502.00 123384.00

* Site roadbed slope C25 concrete m

3 0.00 41303.00 16359.00 14659.00 8031.00 80352.00

Culvert Field leveling hm2 21.16 48.94 68.38 37.14 25.01 200.63

Within bridge land requisition

scope

Tunnel Aggregate slope C20 concrete block m³ 0.00 0.00 677.00 677.00 338.50 1692.50

* Tunnel slope Closure ditch C25 concrete m3 0.00 0.00 390.08 390.08 195.04 975.20

Obtaining field

Drainage ditch

Length m 0.00 978.05 646.62 616.06 510.38 2751.11

Obtaining platform

Foundation soil m3 0.00 1393.72 921.43 877.88 727.29 3920.33

Masonry stone m3 0.00 660.18 436.47 415.84 344.51 1857.00

Sand lining m3 0.00 415.67 274.81 261.83 216.91 1169.22

Simple sedimentation pool Tower pcs 0.00 9.00 4.00 6.00 4.00 23.00

Foundation m3 0.00 63.00 28.00 42.00 28.00 161.00

Site leveling hm2 0.00 27.28 29.50 37.44 20.85 115.07

Leveling and fertilizer hm2 0.00 0.00 0.00 8.05 17.83 25.88

Abandoned soil (dreg) area

Masonry retaining wall Masonry m3 0.00 7619.65 11343.85 7067.76 2434.90 28466.16

Abandoned dreg platform

Foundation excavation m3 0.00 5628.70 5735.46 4878.19 1564.18 17806.53

Flood ditch and energy

adsorption measures

Masonry m3 0.00 8931.13 16526.25 6961.10 2831.78 35250.25

Earthwork excavation m3 0.00 23885.83 49030.94 19268.95 9053.94 101239.66

Sand lining m3 0.00 3976.38 7730.68 3158.04 1292.05 16157.15

Back drainage ditch

Masonry (m3) m3 0.00 1307.15 2600.39 1276.94 409.45 5593.93

Excavation (m3) m3 0.00 2631.27 5234.55 2570.47 824.21 11260.51

Sand lining (m3) m3 0.00 577.18 1148.22 563.84 180.79 2470.05

Site leveling Site leveling hm2 11.78 110.87 128.83 86.73 19.15 357.36

Dreg platform and slope Reclamation hm2 11.78 52.73 0.44 0.00 0.00 64.95

Construction access

Site leveling hm2 6.03 14.43 29.88 23.26 5.86 79.46 Construction access land

Reclamation and fertilizer application hm2 3.86 9.24 19.12 14.89 3.75 50.86

Closure ditch

Length m 1940.00 9570.00 12300.00 10680.00 1560.00 36050.00

Construction access inside Earthwork excavation m3 1571.40 7751.70 9963.00 8650.80 1263.60 29200.50

M7.5 masonry m3 1474.40 7273.20 9348.00 8116.80 1185.60 27398.00

Sand lining m3 329.80 1626.90 2091.00 1815.60 265.20 6128.50

1-21 Conservation Measures and Engineering Volume Summary (continued)


Engineering

measures Production & living area

Site leveling hm2 18.58 44.35 65.53 37.13 33.54 199.13

Reclamation and fertilizer application hm2 16.00 32.42 36.24 21.16 21.52 127.34

Vegetation

measures

Roadbed Greening on both sides Tree plantation 1K pcs 6.93 15.93 22.16 15.24 9.00 69.26

* Both sides of roadbed Bush plantation 1K pcs 2150.21 4945.47 6880.66 4730.45 2795.27 21502.06

Site

Tree 1K pcs 0.00 18.07 15.60 14.78 11.50 59.95

* Living area Bush 1K pcs 0.00 228.37 199.56 159.61 156.71 744.25

Flower terrace Tower 0.00 17.00 19.00 14.00 17.00 67.00

Garden greening hm2 0.44 6.15 5.48 4.27 4.77 21.10 Living area

Culvert Bridge greening (grass plantation) hm2 21.16 48.94 68.38 37.14 25.01 200.63 Inside bridge land area

Creeper 1K pcs 8.40 18.48 24.64 20.16 10.08 81.76 Bridge cone

Tunnel Grass m2 0.00 0.00 1600.00 1600.00 800.00 4000.00

* Tunnel slope River locust 1K pcs 0.00 0.00 19.83 19.83 9.92 49.58

Obtaining field

Pine 1K pcs 0.00 136.40 147.50 151.95 15.10 450.95

Obtaining platform River locust 1K pcs 0.00 68.20 73.75 75.98 7.55 225.48

Grass seeds Area hm2 0.00 21.82 23.60 23.51 2.42 71.35

Quantity kg 0.00 1309.44 1416.00 1410.72 144.96 4281.12

Abandoned soil (dreg) area

Tree 1K pcs 7.90 116.29 256.77 173.47 38.30 592.72

Dreg platform Bush 1K pcs 23.70 348.86 770.31 520.40 114.90 1778.17

Hybrid grass hm2 2.77 40.70 89.87 60.71 13.41 207.45

kg 165.90 2442.00 5392.17 3642.80 804.30 12447.17

Construction access Grass seeds plantation hm2 1.20 2.00 6.66 4.81 1.33 16.00 Access land

Bush 1K pcs 19.40 63.80 82.00 71.20 15.60 252.00 Both sides of access

Production & living area Grass seeds plantation hm2 2.58 11.93 29.29 15.97 12.02 71.79

Temporary facility land scope Bush 1K pcs 0.00 0.00 76.40 11.60 0.00 88.00

Temporary

measures Roadbed area

Retaining patch Length m 1947.00 5811.00 18983.00 21873.00 11489.00 60103.00

Roadbed slope

Earthwork m3 533.48 1592.21 5201.34 5993.20 3147.99 16468.22

Chute Length m 389.40 1162.20 3796.60 4374.60 2297.80 12020.60

Woven bag m3 292.05 871.65 2847.45 3280.95 1723.35 9015.45

Temporary drainage ditch Length m 1947.00 5811.00 18983.00 21873.00 11489.00 60103.00

Earthwork m3 350.46 1045.98 3416.94 3937.14 2068.02 10818.54

Sedimentation pool Quantity Pcs 19.47 58.11 189.83 218.73 114.89 601.03

Earthwork m3 87.62 261.50 854.24 984.29 517.01 2704.64

Iron wire fence m2 0.00 1411.00 7122.00 1159.00 535.00 10227.00

Temporary piling protection

Piling quantity 10K m3 7.75 22.01 24.41 7.07 10.38 71.62 High slope downstream

Woven bag retaining wall m3 668.13 1125.96 1185.76 638.15 773.23 4391.22

Dense mesh net coverage m2 17222.22 48911.11 54244.44 15711.11 23066.67 159155.56 Piling outside

1-21 Conservation Measures and Engineering Volume Summary (continued)


Temporary

measures

Site Temporary piling protection

Surface soil peeling hm2 0.68 29.51 51.59 48.73 51.27 181.78

Woven bag retaining wall m3 148.43 977.82 1292.87 1256.52 1288.86 4964.50 Piling outside

Dense mesh net coverage m2 510.00 22132.50 38692.50 36547.50 38452.50 136335.00 Piling surface

Surface soil backfilling 10K m3 0.21 8.85 6.46 14.62 15.37 45.51

Tunnel Dreg retaining wall m3 0.00 0.00 1321.49 1557.00 2203.52 5082.01 Cave downstream

Culvert

Temporary piling protection

Piling volume 10K m3 11.08 19.36 25.54 18.32 20.95 95.25



Slurry pool Quantity Pcs 2 14 12 6 3 37.00

Hole drilling perimeter Foundation excavation m3 16 112 96 48 24 296.00

Sedimentation pool Quantity 个 4 28 24 12 6 74.00

Foundation excavation m3 24 168 144 72 36 444.00

Cofferdam making m3 1620 13490 26130 9190 4380 54810.00 *Pier

Cofferdam removal m3 1620 13490 26130 9190 4380 54810.00

Construction access

Surface soil peeling hm2 6.03 14.43 29.88 23.26 5.86 79.46 Piling outside



Surface soil backfilling 10K m3 1.81 4.33 8.96 6.98 1.76 23.84 Piling surface

Production & living area





Obtaining field





Abandoned soil (dreg) field





Note: item with * represents main body and is listed into the engineering volume

1.6 Conservation construction organization design

1.6.1 Construction project overview Conservation construction is composed of the roadbed control area, site control area,

bridge & culvert control area, tunnel control area, obtaining field control area, dreg field

control area, construction access area and production & living control area; the main

construction items include earthwork excavation, land leveling, drainage ditch, retaining

wall, land reclamation, conservation forest and garden greening, etc.

1.6.2 Construction condition 1 Existing road condition

Roads include Tongshan expressway, 221 national road, X037, X038 county roads,

which help to facilitate material transportation.

2 Regional health and epidemic disease control

Areas along the route have no major epidemic disease.

3 Local building material allocation

Building materials for the project are scattered, which shall be supplied nearby, with

seedling and seeds purchased locally.

4 Construction electricity and power

This area boasts of rich ground and underground water. Usually July, August and

September are rainy season; January, February and March are dry season. Usually a well of

50m may be adequate for construction.

To make well in Harbin and Jiamusi is strictly prohibited; the interface with the faucet

water shall be considered.

The area is rich in power, with dense 10kv power line; the substation along the route is

good for the construction electricity; it's feasible to divert power via "T" from the local 10kv

or 35kv power line or from the nearby substation.

The local electric price is subject to the uniform rate prevailing in Heilongjiang 0.798

RMB/KW.

The construction fuel is supplied by the local petroleum company.

5 Local construction strength

Rely on main construction unit

1.6.3 Construction method The conservation construction includes surface soil backfilling, land leveling,

earthwork excavation, masonry retaining wall, flood ditch, conservation forest and garden

greening, etc.

（1） Earthwork excavation

Earthwork excavation mainly represents drainage ditch.

According to the setting off, use the small backhoe excavator or artificial excavation.

Backfill the field and make artificial dressing to meet with the design requirement

（2） Surface soil peeling

Prior to excavation of the dreg field and construction site, the surface soil shall be

peeled for vegetation restoration or ploughing of the obtaining field and construction site.

The surface soil peeled shall be shifted to the temporary stockpile by the bulldozer.

（3） Temporary obtaining wall

The retaining wall shall be set up in the perimeter to prevent erosion. The temporary

obtaining wall is made of the woven bag. During making, they are lapped and interwoven

with lap length no less than 1/3 length of the woven bag.

（4） Dreg obtaining wall

During making of the retaining wall, pay attention to resistance of hot and cold

weather and rain; in terms of construction in winter, summer or rainy days, Chapter VI of

Technical Provisions of the Masonry Dam Construction Technology shall prevail.

Prior to seaming, clean the surface and apply with the higher level mortar for seaming;

the seaming shall be pretty and even and the surface is smooth.

The made masonry shall not be removed from the bottom to avoid hollowness. Mortar

on its surface shall be removed.

The masonry humidity and heat preservation is same as concrete. Don't chisel rock or

stack heavy article when the required strength (above 2.5MPa) is not reached.

The slope surface shall be dressed so as to meet with the design requirements. After

that, the slope top sealing is made according to design requirement.

Masonry structure dimension and position shall conform to the detailed construction

diagram, with surface deviation no more than 20mm.

（5） Grass plantation

Mechanical seed application supplemented with artificial work; the method and

procedure is as follows:

① Leveling: remove weeds before seeds application.

② Loosen soil at a depth of 5cm

③ Seed treatment

Soak it 1% in lime water and then clean it with clear water.

④ Fertilizer

Mix grass seed and compound fertilizer; the compound fertilizer is calculated at

30-50g/m2.

⑤ Seeds application

Use mechanical or artificial seed application; evenly cover 0.5～1cm fine soil and

compact it.

（6） Seedling plantation

Determine the seedling.

Artificially make cave per pcs; the procedure is as follows:

Land leveling: make cave and remove weeds.

Use quality seedling with one pc per cave and then compact it with soil.

For the plantation of big seedling with soil, make adequate watering and make the tree

straight; besides, make reinforcement.

Bush plantation: even triangle layout, prune after plantation; proper height and

uniform, clear rim.

Water: make efficient excavation and plantation to ensure survival rate. After the

seedling is transplanted, the first watering shall be timely and thorough so that the root

system adequately contact with the soil to facilitate its survival.

Branch pruning: the pruning may reduce evaporation and alleviation the water supply

pressure of the root. Prune the ill and overlapping branch to ensure integrity of the tree;

remove 1/3 of the shady leaf or else it may lead to water adsorption difficulty of the root.

Besides, the root promoting agent, evaporation inhibitor may be used to help its growth.

Other precaution: wrap the big one with grass rope at 1m to reduce evaporation.

Create a humid environment when it's dry. Spray mist to the canopy after transplantation to

reduce the temperature in case it's dry.

Watering: water once two days for one week to enable its survival

1.6.4 Overall construction arrangement and organization

（1） Overall construction arrangement The project is constructed based on subsection. The temporary shall strive to combine

with the main facility.

Construction house and access shall combine with the main engineering.

（2） Construction organization

Handover to contractor: central implementation and standardized management with

the main engineering; some greening and forestation may be via the tendering, which may be

done by the unit with the corresponding qualification. According to the standardized

operation demand, the site is established with the project manager department, which stays

in the site to coordinate the construction on behalf of the company. Ss the solid backbone for

the project manager department, the headquarter will offer adequate assurance in terms of

staff, equipment and fund to ensure due and quality completion of the project.

The project manager department is established with one manager fully responsible for

the construction management and coordination. It has one chief engineer responsible for

construction technology plan arrangement. It has one deputy manager responsible for

production coordination.

The project manager department is established with the engineering technology

section, quality safety section, material and equipment section, plan and finance section and

comprehensive office section. The engineering technology section is responsible for

engineering implementation and management; quality safety section responsible for

engineering quality, safety and management; the quality test is done by the lab.

1.6.5 Implementation progress arrangement The construction period is from January 2014 to December, 2018, totaling 54 months.

Based on the comprehensive conservation measures and in accordance with "three

simultaneity" principle, try to downsize erosion during the construction measures and

arrange the corresponding conservation measures implementation progress.

1.7 Conservation measure progress arrangement

1.7.1 Implementation progress arrangement principle In order to adequately display effect of the conservation engineering, the "three

simultaneity" principle shall be implemented, namely simultaneous design, construction and

service of the conservation facility and main project. Reasonably arrange the conservation

project. The conservation measure progress shall follow the principle below:

1． The dreg field and retaining wall shall be constructed before abandoned soil to fully

display the dreg retaining effect of the dreg retaining wall.

2． The embankment and slope protection and ditch drainage shall be in step with the

main projects.

3． Earth from the bridge shall be timely shifted to fill the bridge head roadbed.

4． Greening of the obtaining field, dreg field, route and site as well as restoration shall

proceed after completion of the earthwork.

1.7.2 Conservation Measures Implementation Progress Arrangement The construction period is from January 2014 to December, 2018, totaling 54 months.

Based on the comprehensive conservation measures and in accordance with "three

simultaneity" principle, try to downsize erosion during the construction measures and

arrange the corresponding conservation measures implementation progress.

Items 2014 2015 2016 2017 2018

I II III IV I II III IV I II III IV I II III IV I II

Main engineering

Construction preparation

Roadbed

Tunnel

Bridge

House and other support facilities

Commissioning and trial operation

Conservation measures

Roadbed

Slope protection

Greening on both sides

Temporary protection

Site

Slope protection

Site greening


Culvert Greening on both sides


Tunnel Temporary protection

Obtaining field

Temporary measures


Vegetation

Abandoned soil (dreg) field

Temporary measures


Vegetation

Construction access area

Temporary measures


Vegetation

Production & living area



Vegetation

Figure 1-8 Conservation Engineering Construction Progress Diagram

Appendix 8: Environmental Standards

一、Criteria of Environmental Quality Based upon the A Reply Letter about Execution Criteria for the Appraisal of the Environmental Effect of the Planned New Harbin to Jiamusi Railway Line by Heilongjiang Environmental Protection Department and Harbin Municipal Environmental Protection Bureau, and Jiamusi Municipal Environmental Protection Bureau (see attachment). Execution criteria for appraisal of this project is as follows:

1. Noise Environment

(1)Where there are sensitive buildings such as schools, hospitals (sanatorium) in the scope of the appraisal, the corresponding criteria for regions type two in Noise Environment Quality Criteria (GB3096-2008) shall apply, ie 60 dB(A) for daytime, 50 dB(A) for nighttime. (2)Where there are sensitive buildings such as residence in the scope of the appraisal, Noise Environment Quality Criteria (GB3096-2008)will all apply.

①Where there are sensitive points within a certain distance away from railway land scope in both sides of the existing and planed railway, the corresponding criteria for regions type 4b in Noise Environment Quality Criteria (CB3096-2008) will apply, ie 70 dB(A) for daytime, 60 dB(A) for nighttime.

②Where there are divisions within a certain distance away from railway land scope, Division Technical Speculation of Urban Environment Noise Applicable Area (GBT15190-94) 8.3.1.2 will apply, which stipulated that adjacent domains with criteria of grade I applicable area is “75m from railway land scope to outside of railway central line”, adjacent domains with criteria of grade II applicable area is “60m from railway land scope to outside of railway central line”.

③Sensitive points outside “a certain distance away from railway land scope”, if there are noise function regionalization, enforce urban noise function regionalization; if there are not noise function regionalization, enforce the corresponding criteria for regions type two in Noise Environment Quality Criteria (GB3096-2008) in accordance with the requirements in Noise Environment Quality Criteria (GB3096-2008) 7.2b.

2. Vibration Standards

Standardized Limit Values 80dB by daytime 80dB by nighttime on both sides of railways as set in Urban Areas Environmental Vibration Standards (GB10070-88) will apply where there are sensitive spots such as residential quarters, schools, hospitals etc.

3. Standards for Surface water environment

Corresponding standards in Standards for Surface water Environment Quality Function Regionalization and Water Environment Quality Supplement (DB23/485-1998) will apply for surface water quality standards. Standards Type IV as set in DB23/485-1998 will apply for Ashi river, Feiketu river, Ant river, Woken river.

4. Standards for Air environment quality

Standards Grade Two as set in Standards for Environment Air quality (GB3095-1996) will apply.

二、 Standards for Pollutants Discharge

1. Noise

(I). Limiting value as set in modifying program table II of Noise Limiting Value and Measuring Method alongside the Railway Line (GB12525-90) will apply for railway noise alongside the newly built railway line, i.e. at the point of 30 meters away from the central line of the outer rail, the equivalent noise grade will be 70dB(A) by daytime and 60dB(A) by nighttime.

Limiting value as set in modifying program table 1 of Noise Limiting Value and Measuring Method alongside the Railway Line (GB12525-90) will apply for railway noise alongside the existing railway line, i.e. at the point of 30 meters away from the central line of the outer rail, the equivalent noise grade will be 70dB(A) by daytime and 70dB(A) by nighttime.

(II). At the boundary of the construction sites Construction Boundary Environment Noise Emission Standards (GB12523-2011) will apply.

Table 1-5 Environment Noise Emission Limiting Value at the Boundary of the Construction Sites

Unit: dB(A)

daytime nighttime

70 55

2. Atmosphere

Area Type Two Second Period Criteria as set in Atmospheric Pollutants Emission Criteria for Boilers (GB13271-2001) will apply for the emission of smoke from the boilers.

3. Sewage

1) Harbin

(1) The newly added domestic sewage at the two existing stations Binjiang station, Taiping station will be discharged into municipal pipe after septic tank treatment, and finally into sewage treatment plants. Discharge standard grade three as set in Comprehensive Discharge standard for sewage (GB8978-1996) will apply.

(2) Domestic sewage at Binxi north station, Binzhou station, Fangzheng station, Yilan station will be discharged into local sewage treatment plants after septic tank treatment. Discharge standard Grade three as set in Comprehensive Discharge standard for sewage will apply.

(3)Domestic sewage at Binxi East station, Shengli station, double dragon station, Demoli station, Gaoleng station, Liandahe station, Quhongkeli station will be discharged into nearby ditches after treated by SBR sewage treatment equipment. Discharge standard grade one as set in Comprehensive Discharge standard for sewage (GB8978-1996) will apply.

(4)Domestic sewage at Binxi station will be discharged into nearby ditches. Discharge standard grade one as set in Comprehensive Discharge standard for sewage (GB8978-1996) will apply.

(5)Domestic sewage at Qianhuojiatun station, Hougoutun station, Lujiagou line, where one sewage storage pool with volumes of 100m3 is set respectively after septic tank treatment, should be transported to sewage treatment plant by fecal suction truck regularly. Discharge standard grade three as set in Comprehensive Discharge standard for sewage (GB8978-1996) will apply.

(6)There are no water supply and water drainage projects at Xinxiangfang station, Chenggaozi station in the project. SBR sewage treatment equipments should be added by adopting “replace old one by new one” principle. Existing sewage water at the two stations should be discharged into nearby ditches after treated by SBR sewage treatment equipment. Discharge standard grade one as set in Comprehensive Discharge standard for sewage (GB8978-1996) will apply.

2) Jiamusi

Domestic sewage at Ping’antun station should be discharged into nearby ditches after treatment. Discharge standard grade one as set in Comprehensive Discharge standard for sewage (GB8978-1996) will apply.

Newly added domestic sewage at bullet train storage park, Jiamusi station, locomotive depot of Jiamusi should be discharged into municipal network of drains after treated respectively, and finally into local urban sewage treatment plant. Discharge standard grade three as set in Comprehensive Discharge standard for sewage (GB8978-1996) will apply.

4. Electromagnetic Environment

(I). GB/T6113-1995 Codes for radio interference and immunity measuring apparatus

(II). GB/T15708-1995 Measurement method of radiated radio interference caused by moving electric locomotive on AC electrified railways

(III). HJ/T10.3-1996 Management Guide for Protection in Radiation Environment Appraisal and Standards of Electromagnetic Radiation

(IV). GB8702-88 Prevention and Protection Against Electromagnetic Radiation

Five grade appraisal standards recommended by CCIR is adopted for the appraisal of the damage of the image quality of TV receivers affected by Electrified Railway and the appraisal is executed against the standards that the ratio between message and noise is not less than 35dB when the strength of TV signal field is up to the

stipulated values.

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