E2646 v7 EMP Appendix 1-8 Appendix 1 Noise Prevention and Treatment Plan & Investment Estimation Distance from 2025 年 Take Monitoring Points Over measures and The Height Household Statistics by Noise measures to External Train Standard status quo Minimu Track Central Difference difference(dB Districts Value m Emigrated between Noise Reducing Sectio Beginning Ending Line Directio Line (m) Leq(dB) ) Distance Household Section Names of Sensative Points Monitorin House type Measurement n No. Mileage Mileage Type n of the Noise Noise s within g Point to Noise Sound Effect Sensitive reduction reduction Noise Investment(te 30m Curren Existin Track Nigh Withi transitio Functiona barrier proof Day Day Night Points to measure measure barrie n thousand t Line g Line Top(m) t n 30m n Region l Region Lengt windo the Line Beginning Ending r Type yuan) h w Points Points Install sound proof window; Northeast China Revolutionary Martyrs 5-storey meet functional N1 BJK0+640 BJK0+760 Cutting right 23 23 9.2 - / 0.6 0.2 23 400 20 Using the Current Memorial Hall building area requirement Binjiang line or house usage function 30 30 9.2 - / 0.7 0.2 60 60 9.2 - / 0.6 0.2 Install sound proof window; 7~8-storey meet functional N2 Dimei Community BJK1+150 BJK0+800 Cutting right 30 30 5.9 - - 0.7 0.2 0 0 480 2400 120 Using the Current building area requirement Binjiang line or house usage function 113 113 12.4 - 1.6 0.5 0.1 113 172 172 12.4 - 0.2 0.4 0.1 Install sound proof window; Coal Management Bureau Residential 8~9-storey meet functional N3 BJK0+800 BJK0+980 Cutting right 30 30 6.2 - - 0.7 0.2 0 0 400 2000 100 Using the Current Building building area requirement Binjiang line or house usage function 84 84 13.9 - 2.4 0.6 0.2 84 84 84 19.9 - 3.0 0.5 0.2 84 84 25.9 - 2.7 0.6 0.2 127 127 13.9 - 1.0 0.5 0.2 Install sound proof window; Using the Current 4~5-storey meet functional N4 Xiehe Hospital BJK0+860 BJK0+960 Cutting right 24 24 5.7 2.8 6.8 0.7 0.2 24 1000 50 Binjiang line building area requirement or house usage function Install sound proof window; Land Resources Bureau, Bureau of 10、15-storey meet functional N5 BJK0+960 BJK1+090 Cutting right 23 18 2.4 - / 0.7 0.2 23 1000 50 Using the Current Highways building area requirement Binjiang line or house usage function 23 18 26.4 - / 0.5 0.2 23 18 44.4 - / 0.4 0.1 Install sound proof window; 9-storey meet functional N6 Hayi No.1 Hospital BJK0+960 BJK1+250 Cutting right 25 20 2.4 2.1 6.2 0.7 0.2 25 1000 50 building area requirement Using the Current or house usage Binjiang line 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 Install sound proof window; 9-storey meet functional N7 No. 132 Residential Building, Yiman Street BJK1+250 BJK1+420 Cutting right 30 25 4.4 - - 0.6 0.2 0 0 300 1500 75 Using the Current building area requirement Binjiang line or house usage function 35 30 21.8 - - 0.6 0.2 113 108 21.8 - 1.5 0.5 0.2 113 Functional Using the Current 9-storey N8 Hayi Hospital Staff Builindg BJK1+200 BJK1+340 Cutting right 26 26 5.2 - - 0.7 0.2 70 0 0 26 6720 70 replacement Binjiang line building 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 Install upright sound barrier; Using the Current Harbin Medical University Student 7-storey meet functional N9 BJK1+340 BJK1+460 Cutting right 50 45 4.4 - 3.7 -4.4 -5.6 50 BJK1+250 BJK1+460 5 210 157.5 Binjiang line Apartment building area requirement or house usage function Install upright sound barrier; Using the Current 6~9-storey meet functional N10 Sanxing Community BJK1+400 BJK1+650 Cutting right 35 30 3.2 - - -5.8 -5.7 0 0 200 同"N11" 同"N11" 5 0 Binjiang line building area requirement or house usage function 153 148 20.6 - 1.0 -2.8 -2.8 153 Install upright sound barrier; Heilongjiang Oral Pathology prevention 11-storey meet functional Using the Current N11 BJK1+470 BJK1+520 Cutting right 30 30 4.3 - - -5.6 -5.9 BJK1+460 BJK1+650 5 190 142.5 hospital building area requirement Binjiang line or house usage function 67 67 11.4 - 3.1 -3.8 -4.8 67 Install upright sound barrier; 5~9-storey meet functional Using the Current N12 Postal Street Residential Building BJK1+470 BJK1+670 Cutting right 30 30 4.3 - - -6.0 -6.2 0 30 230 30 BJK1+650 BJK1+730 5 80 60 building area requirement Binjiang line or house usage function 71 71 11.4 - 3.2 -3.7 -4.1 Install upright sound barrier; Using the Current 32-storey N13 FuHongMingYu BJK+780 BJK+920 Cutting Left 30 21 6 - - -5.5 -6.1 0 0 800 同"N14" 同"N14" 5 0 meet functional Binjiang line building area requirement or house usage function 39 30 6 - - -4.9 -5.7 91 82 6 - 2.3 -3.8 -3.6 91 Install sound proof window and upright sound barrier, functional Subgrad 8~9-storey N14 Nanba Residential Building BJK+880 BJK1+270 Left 20 15 1.2 - - -8.1 -8.4 65 360 580 20 BJK+830 BJK1+270 7 440 4700 6937 65 replacement e building within 30m; meet functional area requirement or Using the Current house usage Binjiang line function 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 Install sound proof window and upright Using the Current Subgrad 3~6-storey sound barrier; N15 No. 53 Middle School BJK1+020 BJK1+100 Left 61 52 0.6 - / -5.3 -5.3 61 同"N14" 同"N14" 7 1000 50 Binjiang line e building meet functional area requirement or house usage function Install angular noise barrier,Meet Subgrad 31-storey 8+4 Using the Current N16 Nanji SOHO BJK1+270 BJK1+370 Left 30 21 0.7 - - -7.8 -8.1 0 0 2000 BJK1+270 BJK1+370 100 360 functional area e building bevel Binjiang line requirement or house usage function 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 Install angular noise barrier,Meet Subgrad 31-storey 8+4 N17 Nanji International BJK1+370 BJK1+700 Left 30 21 0.7 - - -6.6 -7.3 0 600 3000 BJK1+370 BJK1+780 410 1476 functional area e building 折角 requirement or house usage Using the Current function Binjiang line 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 Install sound proof window and upright sound barrier, Bingjiang Street Residential bungalow、 functional Subgrad N18 Building/Bingjiang Station Front BJK1+810 BJK2+130 Left 23 5 0.3 - - -7.0 -7.0 10 100 300 9-storey 23 BJK1+780 BJK2+100 5 320 2000 420 10 replacement e Bungalow building within 30m; meet Using the Current functional area Binjiang line requirement or house usage function 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 Meet functional Bingjiang Street Residential Subgrad 5~8-storey area requirement Using the Current N19 Building/BaoZhangHuaTing/Dongfanghon BJK1+950 BJK2+720 Left 60 30 0.5 - - 0.6 0.2 0 0 800 0 e building or house usage Binjiang line g Community function 158 128 0.5 - 0.9 0.4 0.1 158 Meet functional Using the Current Subgrad 18~21-store area requirement N20 Jile Community BJK2+740 BJK3+030 Left 88 30 1.2 - - -0.2 -1.3 0 300 500 0 Binjiang line e y building 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 Install angular noise barrier,Meet Using the Current Subgrad 18-storey 8+4 N21 Binjiang Xincheng BJK3+030 BJK3+700 Left 30 13 1.3 - - -12.0 -13.8 200 200 500 BJK3+320 BJK3+700 380 1368 functional area Binjiang line e building 折角 requirement or house usage function 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 Install sound proof window and upright sound barrier, functional Using the Current Subgrad 7~9-storey N22 Dafangli Community1 BJK1+820 BJK2+550 right 28 28 1.2 - - -10.4 -9.7 9 240 800 28 BJK1+820 BJK2+550 5 730 5200 1671.5 9 replacement Binjiang line e building within 30m; meet functional area requirement or house usage function 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 Subgrad 7-storey Install upright N23 Dafangli School BJK2+290 BJK2+390 right 61 61 1.2 - / -6.4 -7.2 61 同"N22" 同"N22" 5 0 Binjiang line e building sound barrier; meet functional area requirement or house usage function Install upright sound barrier; Using the Current Subgrad 2~4-storey meet functional N24 Daowai District Education Bureau BJK2+390 BJK2+530 right 55 55 1.2 - / -7.6 -7.6 55 同"N22" 同"N22" 5 0 Binjiang line e building area requirement or house usage function Install upright sound barrier; Using the Current Subgrad 2-storey meet functional N25 Oriental Cambridge Kindergarten BJK2+580 BJK2+910 right 80 80 1.2 - / -4.9 -6.0 80 同"N26" 同"N26" 5 0 Binjiang line e building area requirement or house usage function Install sound proof window and upright Using the Current Dafangli Community2/Yongping Subgrad 8-storey sound barrier; N26 BJK2+550 BJK3+730 right 30 30 2.2 - - -8.4 -9.0 0 600 2000 BJK2+550 BJK3+730 3 1180 13000 1181 Binjiang line Community e building meet functional area requirement or house usage 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 Install upright sound barrier; Using the Current Harbin Municipal Engineering Design Subgrad 5-storey meet functional N27 BJK2+900 BJK3+070 right 30 30 2.2 - / -8.1 -9.3 同"N26" 同"N26" 3 0 Binjiang line Institute e building area requirement or house usage function 61 61 2.2 - 5.5 -5.9 -7.8 61 Install upright sound barrier; Using the Current BJ 改 Subgrad 2-storey N28 New Sun Kindergarten BJK3+060 right 57 57 2.2 - / -6.5 -8.0 57 同"N26" 同"N26" 3 0 meet functional Binjiang line CK3+130 e building area requirement or house usage function Install sound proof window and upright sound barrier, functional Using the Current Subgrad 7-storey N29 Lihua Community/Shanghe City BJK3+730 BJK4+210 right 24 24 0.8 - - -12.1 -14.3 200 200 800 24 BJK3+730 BJK4+210 7 480 5000 19954 200 replacement Binjiang line e building within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright Using the Current BJ 改 Subgrad 18-storey sound barrier; N30 And on the city BJK4+210 right 30 30 0.8 - - -11.5 -12.7 0 300 1200 BJK4+210 BJK4+630 7 420 7500 816 Binjiang line CK4+580 e building meet functional area requirement or house usage 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 Install upright sound barrier; Using the Current Urban Management Bureau of Daowai BJ 改 BJ 改 Subgrad 5~6-storey meet functional N31 right 26 26 0.8 - / -9.3 -10.0 26 同"N29" 同"N29" 3 0 Binjiang line District CK3+770 CK3+890 e building area requirement or house usage function 30 30 0.8 - / -8.9 -10.0 75 75 0.8 3.9 / -6.0 -7.5 Install upright sound barrier; Using the Current Zhenjiang Street Residential Building/Qilin Subgrad 15-storey meet functional N32 BJK3+700 BJK3+820 Left 30 20 1.2 - - -8.6 -9.7 0 0 200 同"N33" 同"N33" 3 0 Binjiang line Huafu e building area requirement or house usage function 40 30 1.2 - - -7.7 -8.7 131 121 1.2 - 3.0 -4.1 -5.6 131 Install sound proof window and upright Using the Current Teachers School of Daowai District Subgrad 5-storey sound barrier; N33 BJK3+730 BJK3+810 Left 67 57 1.2 - / -5.6 -7.4 67 BJK3+700 BJK3+870 3 170 1000 126.5 Binjiang line Harbin e building meet functional area requirement or house usage function Install sound proof window and upright sound barrier, functional Using the Current Subgrad N34 Gongyi Street Community Bungalow BJK3+820 BJK4+700 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 replacement Binjiang line e within 30m; meet functional area requirement or house usage function 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 Install sound Sankeshu Community/Pinghu bungalow、 proof window Community/Cement plant Staff Subgrad Ha-Jia Line N35 CK0+310 CK0+800 right 30 30 0.9 - 4.3 -7.2 -8.5 0 0 200 5-storey CK0+260 CK0+800 3 540 1000 293 and upright Building/Railway Vehicle Factory e building sound barrier; Bungalow meet functional area requirement or house usage function 60 60 0.9 - 1.5 -6.3 -8.1 60 75 75 0.9 7.4 15.7 -5.8 -7.6 Install sound proof window and upright Subgrad 6-storey sound barrier; Ha-Jia Line N36 Taixiang Mingyuan Community CK0+800 CK01+200 right 110 30 -0.4 - - -5.4 -7.5 0 0 300 CK0+800 CK01+250 3 450 1500 277.5 e building meet functional area requirement or house usage function 140 60 -0.4 - 8.1 -5.4 -7.3 140 180 100 -0.4 - 7.1 -4.9 -7.0 Install sound proof window and upright sound barrier, functional Subgrad Ha-Jia Line N37 Xinjiangqiao Street Bungalow CK0+300 CK0+700 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 replacement e within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright Subgrad 8-storey sound barrier; Ha-Jia Line N38 Nanzhi Community CK+620 CK+850 Left 89 30 0.2 - 0.1 -6.2 -7.8 0 60 200 CK0+700 CK0+900 3 200 1300 155 e building meet functional area requirement or house usage 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 Install sound proof window; Subgrad meet functional Ha-Jia Line N39 Linqiao Street Bungalow CK+800 CK1+200 Left 185 26 -1.4 - - -2.7 -4.8 0 0 200 bungalow 185 1000 50 e area requirement or house usage function 189 30 -1.4 - - -2.6 -4.7 219 60 -1.4 - 2.1 -2.3 -4.8 Install sound proof window and upright sound barrier, functional Jiangnan Contact 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 replacement Line within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright sound barrier, functional 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 replacement within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright Subgrad sound barrier; Ha-Jia Line N42 Shuiyuan Community Bungalow3 BJK1+510 BJK1+950 right 42 2 0.2 - - -3.4 -3.9 100 200 500 bungalow 42 JNYK1+600 JNYK2+000 3 400 4000 380 e meet functional area requirement or house usage 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 Install sound proof window and upright sound barrier, functional 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 replacement within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright sound barrier; 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 meet functional area requirement or house usage 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 Install sound proof window; meet functional 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 area requirement or house usage function 178 / -22.8 - 6.5 6.0 9.3 178 Install sound proof window and upright sound barrier, functional 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 replacement within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright sound barrier, functional Subgrad Ha-Jia Line N47 Yanjia Village CK14+820 CK15+470 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 replacement e within 30m; meet functional area requirement or house usage function 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 Install sound proof window; meet functional 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 area requirement or house usage function 115 / -8.2 1.6 8.5 8.0 11.7 115 Install sound proof window and upright sound barrier; 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 meet functional area requirement or house usage 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 Install sound proof window; Subgrad meet functional Ha-Jia Line N50 Wanghuan Village CK29+380 CK29+690 Left 30 / -5.2 - 0.1 10.2 12.6 0 0 10 bungalow 50 2.5 e area requirement or house usage function 67 / -5.2 0.8 7.8 8.4 10.5 67 Install sound proof window; meet functional 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 area requirement or house usage function 135 / -14.8 0.7 7.7 8.6 10.8 135 Install sound proof window Subgrad and upright Ha-Jia Line N52 Changlin School CK32+100 CK32+220 Left 120 / -1.7 - / 2.1 3.1 bungalow 120 CK32+050 CK32+270 3 220 400 119 e sound barrier; meet functional area requirement or house usage function Install sound proof window; Subgrad meet functional Ha-Jia Line N53 Dongchang Linzi CK32+400 CK32+600 Left 30 / -1.7 - 0.9 11.0 14.9 0 0 7 bungalow 35 1.75 e area requirement or house usage function 150 / -1.7 - 5.1 4.9 8.1 150 Install sound proof window and upright sound barrier, functional Subgrad Ha-Jia Line N54 Fenghuangshan Village CK37+970 CK38+290 Left 20 / -7 - 0.7 3.0 4.5 5 5 20 bungalow 20 CK37+920 CK38+220 3 300 125 181.25 5 replacement e within 30m; meet functional area requirement or house usage function 30 / -7 - - 2.6 4.0 60 / -7 1.1 7.9 2.1 4.1 120 / -7 - 5.7 1.6 2.9 Install sound proof window; Subgrad meet functional Ha-Jia Line N55 Nijia Village CK40+620 CK41+000 Left 30 / -1.6 - 0.9 10.3 14.7 0 0 2 bungalow 10 0.5 e area requirement or house usage function 154 / -1.6 - 4.9 5.6 8.6 154 Install sound proof window and upright Subgrad sound barrier; Ha-Jia Line N56 Zhaijia Post CK42+900 CK43+250 right 59 / -11.2 - - 2.0 4.0 0 0 30 bungalow K35+180 K35+830 3 650 150 300 e meet functional area requirement or house usage function 60 / -11.2 - - 1.8 4.0 60 89 / -11.2 0.3 7.3 1.7 3.1 Install sound proof window and upright Subgrad sound barrier; Ha-Jia Line N57 Sanjiedi CK48+380 CK48+765 right 30 / -4.4 - 0.4 2.4 3.8 0 10 35 bungalow CK48+380 CK48+730 3 350 225 168.75 e meet functional area requirement or house usage 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 Install sound proof window and upright Subgrad sound barrier; Ha-Jia Line N58 Wangchaozhu Village CK50+300 CK50+630 right 30 / -1.5 - 0.9 3.1 5.3 0 3 20 bungalow CK51+400 CK51+700 3 300 115 140.75 e meet functional area requirement or house usage 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 Install sound proof window and upright sound barrier; 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 meet functional area requirement or house usage 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 Install sound 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 proof window; meet functional area requirement or house usage function 104 / -9.8 1.9 8.8 8.1 11.4 104 Install sound proof window and upright sound barrier; 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 meet functional area requirement or house usage function 62 / -8.3 3.4 10.5 3.1 5.1 62 122 / -8.3 1.3 8.3 2.4 4.5 Install sound proof window and upright sound barrier; 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 meet functional area requirement or house usage 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 Install sound proof window and upright sound barrier, functional 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 replacement within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright sound barrier, functional 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 replacement within 30m; meet functional area requirement or house usage function 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 Install sound proof window; meet functional 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 area requirement or house usage function 60 / -13.4 2.8 9.9 10.6 12.4 60 127 / -13.4 1.0 8.0 8.3 10.4 Install sound proof window; meet functional Ha-Jia Line N66 Chenzhumao CK68+110 CK68+360 Bridge right 30 / -13.4 - - 7.7 10.9 0 0 20 bungalow 100 5 area requirement or house usage function 80 / -13.4 2.2 9.2 8.6 11.9 80 Install sound proof window; meet functional 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 area requirement or house usage function 120 / -13.4 1.2 8.1 8.4 12.1 120 Install sound proof window and upright Subgrad sound barrier; Ha-Jia Line N68 Xiaohejia Village CK71+370 CK71+530 Left 30 / -1.9 - 0.9 3.3 4.8 0 0 30 bungalow CK71+320 CK71+580 3 260 150 124.5 e meet functional area requirement or house usage function 67 / -1.9 1.2 8.1 1.7 3.1 67 120 / -1.9 - 5.9 1.3 2.6 Install sound proof window and upright sound barrier; 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 meet functional area requirement or house usage function Install sound proof window and upright sound barrier; 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 meet functional area requirement or house usage function 63 / -10.8 2.9 10.1 3.2 4.4 63 Install sound proof window and upright Subgrad sound barrier; Ha-Jia Line N71 Cuijia Village CK95+850 CK96+280 Left 30 / -9.6 - - 2.1 3.4 0 0 120 bungalow CK95+800 CK96+330 3 530 600 268.5 e meet functional area requirement or house usage 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 area requirement or house usage function 85 / -1.8 0.4 7.1 6.7 11.0 85 Install sound proof window; Subgrad meet functional Ha-Jia Line N73 Fengjia Village CK104+700 CK105+000 right 30 / -2.3 - 0.8 10.1 14.6 0 0 51 bungalow 255 12.75 e area requirement or house usage function 160 / -2.3 - 4.9 4.7 7.6 160 Install sound proof window; meet functional 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 area requirement or house usage function 136 / -15.7 0.8 7.7 7.5 10.2 136 Install sound proof window and upright sound barrier, functional 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 replacement within 30m; meet functional area requirement or house usage function 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 Install sound proof window; Ha-Jia Line N76 Chenyuhe CK145+420 CK145+820 Bridge right 30 / -22.1 - - 7.8 11.0 0 0 60 bungalow 300 15 meet functional area requirement or house usage function 75 / -22.1 1.7 8.6 8.5 12.3 75 154 / -22.1 0.1 6.9 6.8 10.1 Install sound proof window; meet functional 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 area requirement or house usage function 60 / -14.7 2.8 9.8 9.5 13.4 60 133 / -14.7 0.9 7.8 7.8 10.7 Install sound proof window and upright Subgrad sound barrier; Ha-Jia Line N78 Caijia Village CK156+970 CK157+430 right 30 / -3.8 - 0.5 3.0 4.5 0 5 65 bungalow CK156+920 CK157+480 3 560 350 269.5 e meet functional area requirement or house usage 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 Install sound proof window and upright sound barrier; 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 meet functional area requirement or house usage function Install sound proof window and upright Subgrad Ha-Jia Line N80 Xiangyang School CK167+300 CK167+460 Left 200 / -6.1 - / 0.9 1.6 0 0 100 bungalow 200 CK167+250 CK167+510 3 260 400 137 sound barrier; e meet functional area requirement or house usage function Install sound proof window; Subgrad meet functional Ha-Jia Line N81 Xiailian Village CK168+770 CK168+820 Left 30 / -3.5 - 0.6 9.8 13.4 0 0 1 bungalow 5 0.25 e area requirement or house usage function 70 / -3.5 0.8 7.7 7.8 11.5 70 Install sound proof window; meet functional 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 area requirement or house usage function 104 / -9.1 1.9 8.9 8.4 11.6 104 192 / -9.1 0.1 6.7 6.2 9.5 Install sound proof window and upright sound barrier, functional 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 replacement within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright sound barrier, 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 functional replacement 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 Install sound proof window and upright sound barrier; 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 meet functional area requirement or house usage 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 Install sound proof window and upright sound barrier; 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 meet functional area requirement or house usage 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 Install sound proof window; Subgrad meet functional Ha-Jia Line N87 Daluomi CK205+390 CK205+410 Left 30 / -5.5 - - 10.7 12.2 0 0 bungalow 0 0 e area requirement or house usage function 52 / -5.5 - - 8.9 12.3 52 Install sound 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 proof window; meet functional area requirement or house usage 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 Install sound proof window and upright sound barrier, functional 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 replacement within 30m; meet functional area requirement or house usage function 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 Install sound proof window; meet functional 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 area requirement or house usage function 82 / -15.5 1.9 8.9 9.0 12.6 82 180 / -15.5 - 6.6 7.0 10.6 Install sound proof window and upright sound barrier; 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 meet functional area requirement or house usage 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 Install sound proof window; meet functional 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 area requirement or house usage function 157 / -34.8 - 6.3 6.5 8.6 157 Install sound proof window; meet functional 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 area requirement or house usage function 173 / -30.6 - 6.1 6.6 9.6 173 Install sound proof window and upright 110 sound barrier; N94 Yangjiaogou Village School CK265+650 CK265+750 Bridge right 151 / -30.6 - / 1.3 2.3 0 0 bungalow CK265+600 CK265+800 2.5 200 400 95 students meet functional area requirement or house usage function Install sound proof window and upright sound barrier; 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 meet functional area requirement or house usage 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 Install sound 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 proof window and upright sound barrier; meet functional area requirement or house usage 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 Install sound proof window; meet functional 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 area requirement or house usage function 150 / -10.6 0.5 7.5 8.4 10.8 150 Install sound proof window and upright sound barrier, functional 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 replacement within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright Subgrad sound barrier; Ha-Jia Line N99 Xinghua Village CK308+650 CK309+100 right 30 / -6.7 - - 2.5 3.7 0 2 150 bungalow CK308+600 CK308+950 3 350 760 195.5 e meet functional area requirement or house usage 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 Install sound proof window and upright Subgrad sound barrier; Ha-Jia Line N100 Xinghua Village School CK309+000 CK309+060 right 128 / -6.2 - / 1.2 2.1 0 0 80 学生 bungalow 128 CK308+950 CK309+110 3 160 400 92 e meet functional area requirement or house usage function Install sound proof window; Subgrad meet functional Ha-Jia Line N101 Shuanglong Village CK309+100 CK309+250 Left 30 / -6.2 - - 9.1 12.2 0 0 4 bungalow 20 1 e area requirement or house usage function 157 / -6.2 - 4.8 5.6 8.2 157 Install sound proof window; Subgrad meet functional Ha-Jia Line N102 Renhe Village CK312+980 CK313+600 right 30 / -6.5 - - 9.9 13.1 0 0 5 bungalow 25 1.25 e area requirement or house usage function 192 / -6.5 - 4.3 4.1 6.8 192 Install sound proof window; meet functional 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 area requirement or house usage function 148 / -9.5 0.7 7.6 7.9 10.5 148 Install sound proof window; meet functional 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 area requirement or house usage function 119 / -14.4 1.1 8.1 10.1 11.7 119 Install sound proof window, functional replacement 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 within 30m; meet functional area requirement or house usage function 30 / -13.3 - - 8.7 11.1 Install sound proof window; Subgrad meet functional Ha-Jia Line N106 Kaoshan Village2 CK328+500 CK329+050 right 30 / -7.8 - - 10.1 11.6 0 0 5 bungalow 25 1.25 e area requirement or house usage function 179 / -7.8 - 4.2 5.2 8.0 179 Install sound proof window; meet functional 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 area requirement or house usage function 127 / -12.3 1.2 8.0 7.5 11.5 127 Install upright sound barrier,Functiona l replacement 6-storey Ha-Jia Line N108 Changlong Shijia CK336+760 CK337+300 Bridge right 23 / -12.2 - - 3.2 4.7 30 200 500 23 CK336+710 CK337+300 2.5 590 2021.25 30 within 30m; meet building functional area requirement or house usage function 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 Install upright sound barrier; Changlong Shijia Movements 6-storey meet functional Ha-Jia Line N109 CK336+950 CK337+300 Bridge Left 30 / -12.2 - - 2.4 4.3 0 200 400 CK336+900 CK337+350 2.5 450 168.75 Housing/Shishui Lanting building area requirement or house usage 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 Install upright sound barrier; meet functional 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 area requirement or house usage 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 Install upright sound barrier; Ha-Jia Line、 6-storey meet functional Change to Sui-Jia N111 Hongqi Jiayuan CK337+500 CK337+700 Bridge Left 30 / -12.4 - - 2.2 4.7 0 150 400 CK337+350 CK337+700 2.5 350 131.25 building area requirement Line or house usage 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、 8-storey Install sound N112 Glass Factory Staff Building CK337+730 CK338+000 Bridge Left 21 193 -11.2 - 0.3 -2.4 -4.1 100 100 300 21 CK337+700 CK338+050 2.5 350 2000 6231.25 100 Change to Sui-Jia building proof window Line and upright sound barrier, functional replacement within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright sound barrier, bungalow、 functional Jiada Community/Xinglin Nanyuan/Jialian Subgrad N113 CK338+220 CK339+280 Left 32 12 -1.4 - 6.1 -13.1 -14.3 150 400 600 5~8-storey 32 CK338+170 CK339+280 3 1110 5000 9749.5 150 replacement Community e building within 30m; meet functional area requirement or house usage function 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 Install sound proof window Ha-Jia Line、 bungalow、 and upright Lianheshou Staff Building/Daobian Subgrad Change to Sui-Jia N114 CK338+320 CK338+900 right 10 30 -3 - 5.8 -9.4 -10.6 112 200 400 5~6-storey CK338+270 CK338+900 3 630 3000 7153.5 112 sound barrier, Community/Dier Community e Line building functional replacement within 30m; meet functional area requirement or house usage function 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 Install upright sound barrier; Ha-Jia Line、 Colorful Garden Community(Under Subgrad meet functional Change to Sui-Jia N115 CK338+900 CK339+275 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 Construction) e area requirement Line or house usage 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 Install sound proof window and upright Ha-Jia Line、 bungalow、 Subgrad sound barrier; Change to Sui-Jia N116 Jiamusi Station Community/Yijia Xiuting CK339+280 CK339+870 Left 30 8 0.2 - 8.1 -13.2 -13.9 0 300 500 CK339+280 CK339+920 3 640 4000 488 e 楼房 meet functional Line area requirement or house usage 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 0 0 e 0 0 proof window Train Traveling and upright Line sound barrier, functional replacement within 30m; meet functional area requirement or house usage function 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 Install sound Change to Tu-Jia proof window; Line/High Speed TJK576+20 TJK577+10 Subgrad meet functional N118 Lianhe Village right 182 30 0 - - -5.5 -7.2 0 0 400 bungalow 2000 100 Train Traveling 0 0 e area requirement Line or house usage 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 Install sound Change to Tu-Jia proof window; Line/High Speed TJK577+58 TJK577+75 Subgrad meet functional N119 Gym Community right 30 20 0.1 - 4.8 -0.3 -1.2 0 0 200 bungalow 1000 50 Train Traveling 0 0 e area requirement Line or house usage function 40 30 0.1 - 3.3 -0.2 -1.0 182 172 0.7 3.4 11.6 0.1 -0.8 182 Install sound Change to Tu-Jia proof window Line/High Speed Railway Committee 5(Fengdeng TJK577+46 TJK577+96 Subgrad TJK577+41 TJK577+96 N120 Left 10 10 0.7 - 7.4 -10.1 -11.7 42 80 163 bungalow 10 3 550 1215 644.25 42 and upright Train Traveling Community) 0 0 e 0 0 sound barrier, Line functional replacement within 30m; meet functional area requirement or house usage function 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 Functional replacement Change to Tu-Jia within 30m; meet Line/High Speed TJK577+73 TJK577+95 Subgrad N121 Railway Forest Residential right 27 17 0.7 - 5.5 -0.3 -1.3 10 0 0 bungalow 27 80 10 functional area Train Traveling 0 0 e requirement or Line house usage function 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 Install sound proof window and upright sound barrier, Change to Tu-Jia functional Line/High Speed TJK577+96 TJK578+60 Subgrad TJK577+96 TJK578+65 N122 Railway Committee 5 Left 2.5 2.5 0.6 2.7 11.5 -13.0 -14.4 60 120 200 bungalow 2.5 3 690 1600 870.5 60 replacement Train Traveling 0 0 e 0 0 within 30m; meet Line functional area requirement or house usage function 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 Install sound Change to Tu-Jia proof window; Line/High Speed TJK578+40 TJK578+60 Subgrad 8-storey meet functional N123 Anqing Community right 40 25 0.5 - 3.4 -0.9 -1.8 0 0 200 1000 50 Train Traveling 0 0 e building area requirement Line or house usage function 100 85 0.5 6.0 14.0 -0.1 -1.1 100 Install sound proof window and upright sound barrier, Change to Tu-Jia Station Communiy/Steward functional Line/High Speed TJK578+62 TJK579+26 Subgrad 6~8-storey TJK578+57 TJK579+31 N124 Dorm/Qingnian Road Community/Student right 30 10 0.4 - 4.9 -11.7 -13.3 35 124 180 3 740 1520 689 35 replacement Train Traveling 0 0 e building 0 0 Dorm within 30m; meet Line functional area requirement or house usage function 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 Install sound Change to Tu-Jia proof window; Tietong Staff Building/Jiamusi Railway Line/High Speed TJK579+26 TJK579+58 Subgrad 4~8-storey meet functional N125 Police Station/Works Section Office right 35 20 0.4 - 4.0 -1.0 -2.0 0 0 100 500 25 Train Traveling 0 0 e building area requirement Building/Jiamusi Property Section Line or house usage function 45 30 0.4 - 2.8 -0.6 -1.6 119 104 0.4 - - -0.1 -1.0 119 Change to Tu-Jia Install sound Line/High Speed TJK579+58 TJK579+63 Subgrad 8-storey proof window; N126 Jiamusi Post Office Building right 57 27 0.5 - 1.6 -2.3 -3.2 57 400 20 Train Traveling 0 0 e building meet functional Line area requirement or house usage function 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 Install sound proof window, functional replacement TJK579+20 TJK579+37 Subgrad N127 Sansheng Village Left 26 5 0.5 - 3.9 -6.4 -7.4 10 30 50 bungalow 26 400 100 10 within 30m; meet 0 0 e functional area requirement or house usage function 51 30 0.5 - 1.3 -2.1 -3.1 81 60 0.5 - - -1.1 -2.0 Install sound proof window and upright sound barrier, functional Binxi Freight Subgrad N128 Chenggaozi K0+000 K1+510 Left 24 24 0 - 7.7 -10.7 -11.6 10 100 800 bungalow 24 K+ K1+560 3 1560 4500 1007 10 replacement United Line e within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright Binxi Freight Subgrad sound barrier, N129 Heping Team 2 LCK0+000 LCK+690 right 29 29 -0.3 - 7.0 -10.7 -11.5 2 20 100 bungalow 29 LCK+ LCK+740 3 740 600 379 2 United Line e functional replacement within 30m; meet functional area requirement or house usage 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 Install sound proof window and upright sound barrier, functional Binxi Freight 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 replacement United Line within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright sound barrier, functional Binxi Freight Subgrad N131 Fanjia Village K1+800 K2+190 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 replacement United Line e within 30m; meet functional area requirement or house usage function 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 Install sound Binxi Freight Subgrad proof window; N132 Houguanjia K9+180 K9+260 Left 30 30 0.4 - - 1.2 1.3 0 0 3 bungalow 15 0.75 United Line e meet functional area requirement or house usage function 173 173 0.4 - 2.7 0.6 1.2 173 Install sound proof window; Binxi Freight Subgrad meet functional N133 Qianguanjia K9+180 K9+220 right 30 30 0.4 - - 1.1 1.4 0 0 2 bungalow 10 0.5 United Line e area requirement or house usage function 160 160 0.4 - 3.0 0.6 1.2 160 Install sound proof window; Binxi Freight Subgrad meet functional N134 Dongping Village K10+130 K10+770 Left 30 30 -0.4 - - 1.4 1.6 0 2 70 bungalow 360 18 United Line e area requirement or house usage 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 Install sound proof window; Binxi Freight Subgrad meet functional N135 Lanqi Hougou Group 5 K12+680 K13+250 Left 30 30 0.1 - - 1.4 1.6 0 0 40 bungalow 200 10 United Line e area requirement or house usage function 104 104 0.1 - 4.2 0.8 1.4 104 Install sound proof window; Binxi Freight Subgrad meet functional N136 Lanqi Hougou Group 6 K13+260 K13+570 right 30 30 -2.1 - - 1.3 1.6 0 6 100 bungalow 530 26.5 United Line e area requirement or house usage 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 Subgrad Install sound N137 Sujia Village K17+050 K17+250 Left 14 14 -4.3 - - 1.2 1.6 1 2 30 bungalow 14 160 16 1 United Line e proof window, functional replacement within 30m; meet functional area requirement or house usage function 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 Install sound proof window; Binxi Freight meet functional N138 Wangxifa K18+900 K19+220 Cutting right 30 30 4.7 - - 1.4 1.7 0 3 43 bungalow 230 11.5 United Line area requirement or house usage 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 Install sound proof window; Binxi Freight Subgrad meet functional N139 Xiaowopeng Village K19+660 K19+890 right 30 30 -0.1 - - 1.2 1.6 0 0 25 bungalow 125 6.25 United Line e area requirement or house usage function 72 72 -0.1 - 5.7 1.0 1.5 72 108 108 -0.1 - 4.1 0.8 1.3 Install sound proof window; Binxi Freight Subgrad meet functional N140 Nanyao K20+990 K21+200 right 30 30 -4.6 - - 1.2 1.6 0 0 20 bungalow 100 5 United Line e area requirement or house usage function 94 94 -4.6 - 4.3 0.7 1.4 94 Install sound Binxi Freight Subgrad proof window; N141 Jiaojia Village K21+650 K22+000 Left 30 30 -5.6 - - 1.2 1.6 0 0 30 bungalow 150 7.5 United Line e meet functional area requirement or house usage function 88 88 -5.6 - 4.7 0.9 1.4 88 140 140 -5.6 - 3.4 0.6 1.2 Install sound proof window and upright Binxi Freight Subgrad sound barrier; N142 Chenjia Village K23+350 K23+640 Left 30 30 -1.9 - - -4.3 -6.2 0 10 70 bungalow K23+350 K23+640 3 290 400 150.5 United Line e meet functional area requirement or house usage 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 Install sound proof window; Binxi Freight Subgrad meet functional N143 Xiaonan Village K26+410 K26+580 right 30 30 -5 - - 1.2 1.6 0 3 30 bungalow 165 8.25 United Line e area requirement or house usage 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 Install sound proof window; Binxi Freight meet functional N144 Lizhi Xinqu K28+750 K28+810 Cutting Left 30 / 8.7 - - 7.9 13.3 0 0 2 bungalow 10 0.5 United Line area requirement or house usage function 160 / 8.7 - 2.9 2.4 6.8 160 Install sound proof window; Binxi Freight meet functional N145 Wujia Village1 K30+080 K30+280 Bridge Left 30 / -7.9 - - 8.2 13.1 0 0 30 bungalow 150 7.5 United Line area requirement or house usage function 184 / -7.9 - 4.5 3.5 8.1 184 Install sound proof window and upright Binxi Freight sound barrier; 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 United Line meet functional area requirement or house usage 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 Install sound proof window and upright Binxi Freight sound barrier; 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 United Line meet functional area requirement or house usage function 105 / -14.4 - 6.0 0.9 2.8 105 Install sound proof window and upright Binxi Freight Computer School Training Center(Under sound barrier; N148 K30+840 K30+880 Bridge right 30 / -14.4 - / 1.1 4.1 K30+790 K30+950 2.5 160 400 80 United Line Construction) meet functional area requirement or house usage function 41 / -14.4 - / 1.4 3.7 41 74 / -14.4 - / 0.9 2.7 Install sound proof window; Binxi Freight Subgrad meet functional N149 Taiping Village K31+650 K31+790 Left 30 / -2.4 - - 5.5 11.4 0 0 30 bungalow 150 7.5 United Line e area requirement or house usage function 90 / -2.4 - 4.8 4.0 6.9 90 120 / -2.4 - 3.9 3.2 6.0 Install sound proof window; Binxi Freight Subgrad meet functional N150 Pingjia Village K35+000 K35+180 right 30 / -4.9 - - 5.1 9.9 0 0 10 bungalow 50 2.5 United Line e area requirement or house usage function 160 / -4.9 - 3.0 2.5 5.2 160 Install sound proof window and upright South WSright WSright Subgrad WSright WSright sound barrier; Harbin-Chenggaoz N151 Fangshen Village right 11 11 0.1 4.9 14.8 -7.5 -7.7 15 40 300 bungalow 11 3 1740 1700 988 15 K2+950 K4+610 e K2+900 K4+640 meet functional i Electrochemical area requirement or house usage 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 Install sound proof window and upright South WSright WSright Subgrad WSright WSright sound barrier; Harbin-Chenggaoz N152 Hada Xinqu right 19 19 3.5 3.7 13.7 -5.5 -5.7 20 40 300 bungalow 19 3 1210 1700 789.5 20 K4+650 K5+800 e K4+640 K5+850 meet functional i Electrochemical area requirement or house usage 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 Install sound proof window South and upright Subgrad Harbin-Chenggaoz N153 Hada Village WSK5+350 WSK6+120 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 sound barrier; e i Electrochemical meet functional area requirement or house usage 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 Install sound proof window and upright South Heilongjiang Machinery Senior Technical WSright WSright Subgrad 5-storey WSright WSright sound barrier; Harbin-Chenggaoz N154 right 30 30 0 1.3 / -6.4 -6.8 3 270 400 141.5 School K6+380 K6+470 e building K6+330 K6+600 meet functional i Electrochemical area requirement or house usage function 80 80 0 7.4 / -5.7 -6.3 80 Install sound proof window and upright South WSright WSright Subgrad 4~6-storey WSright WSright sound barrier; Harbin-Chenggaoz N155 Hanan Community right 30 30 -0.5 1.2 1.1 -6.5 -7.0 0 200 800 3 720 5000 574 K6+650 K7+320 e building K6+600 K7+320 meet functional i Electrochemical area requirement or house usage 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 12. 75 75 -0.5 22.5 -5.5 -6.4 7 10. 120 120 -0.5 20.6 -5.0 -6.1 8 Install sound proof window and upright South WSright WSright Subgrad 18-storey WSright WSright sound barrier; Harbin-Chenggaoz N156 Hanan Community right 30 30 0.1 1.3 1.2 -6.3 -6.8 0 0 800 3 330 4000 348.5 K7+320 K7+600 e building K7+320 K7+650 meet functional i Electrochemical area requirement or house usage function 11. 104 104 0.1 21.2 -5.4 -6.1 104 4 Install sound proof window and upright South WSright WSright Subgrad WSright WSright sound barrier; Harbin-Chenggaoz N157 Harbin Xingnan School right 30 30 0.1 1.3 / -6.5 -6.8 3 180 400 101 K8+420 K8+500 e K8+370 K8+550 meet functional i Electrochemical area requirement or house usage function 141 141 0.1 5.2 / -4.8 -6.0 141 Install sound proof window and upright South Subgrad 6-storey sound barrier; Harbin-Chenggaoz N158 Railway Community WSK8+460 WSK8+630 Left 28 28 -0.6 1.4 11.4 -6.7 -7.1 20 100 100 28 WSK8+250 WSK8+680 3 430 1000 403.5 20 e building meet functional i Electrochemical area requirement or house usage function 30 30 -0.6 1.2 1.1 -6.6 -7.0 12. 75 75 -0.6 22.5 -5.5 -6.3 7 Install sound proof window and upright South Subgrad 6-storey sound barrier; Harbin-Chenggaoz N159 Heilongjiang Medical Health School WSK8+300 WSK8+600 Left 30 30 -0.6 1.2 1.1 -6.7 -6.9 同"N155" 同"N155" 3 400 20 e building meet functional i Electrochemical area requirement or house usage function 134 134 -0.6 5.3 15.2 -5.2 -6.0 134 Install sound proof window and upright sound barrier, South WSK10+57 Subgrad WSK10+62 functional Harbin-Chenggaoz N160 Chaoyang Village WSK9+360 Left 8 8 -10.9 - 9.4 -5.0 -5.3 10 40 500 bungalow 8 WSK9+310 3 1310 2700 804.5 10 0 e 0 replacement i Electrochemical within 30m; meet functional area requirement or house usage function 30 30 -10.9 - - -7.1 -7.6 11. 75 75 -10.9 21.7 -6.2 -7.2 8 10. 120 120 -10.9 20.2 -5.3 -6.8 4 Install upright sound barrier; South WSK10+84 WSK11+18 Subgrad 5-storey WSK10+79 WSK11+23 meet functional Harbin-Chenggaoz N161 Luoke Town Left 30 30 -7.1 - - -6.8 -7.7 0 0 500 3 440 198 0 0 e building 0 0 area requirement i Electrochemical or house usage function 100 100 -7.1 6.1 16.0 -6.0 -6.7 100 Install sound proof window; South Subgrad 4-storey meet functional Harbin-Chenggaoz N162 China Railway Materials Factory Dorm SXYK+210 SXYK+300 right 30 9 0.4 1.3 11.3 -1.3 -1.3 0 0 100 500 25 e building area requirement i Electrochemical or house usage function 51 30 0.4 - - 0.9 0.9 138 117 0.4 5.2 15.1 2.2 2.3 138 Install sound proof window and upright South Subgrad sound barrier; Harbin-Chenggaoz N163 Railway Dorm SXYK+210 SXYK+680 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 e meet functional i Electrochemical area requirement or house usage 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 South Install sound Tongxiang Street Slum Upgrading Planning SXYK1+18 Subgrad SXYK1+23 Harbin-Chenggaoz N164 SXYK+400 Left 30 5 0.8 1.4 11.4 -12.5 -13.0 0 200 1000 SXYK+730 3 500 6000 525 proof window Area 0 e 0 i Electrochemical and upright sound barrier; meet functional area requirement or house usage 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 Install sound proof window and upright South SXYK1+00 Subgrad 11. sound barrier; Harbin-Chenggaoz N165 Xiangfang No.2 Kindergarten SXYK+910 Left 30 4 1 21.4 -13.5 -13.8 同"N161" 同"N161" 3 400 20 0 e 4 meet functional i Electrochemical area requirement or house usage function 56 30 1 - - -8.3 -8.9 183 157 1 4.1 13.9 -5.4 -6.5 183 Install sound proof window; South Subgrad 7-storey meet functional Harbin-Chenggaoz N166 Xingfuli Community SXYK+650 SXYK+830 right 30 7 0.1 1.3 11.2 -1.9 -2.0 0 0 80 400 20 e building area requirement i Electrochemical or house usage function 53 30 0.1 - - 0.8 0.8 186 163 0.1 4.1 13.8 2.1 2.4 186 Install upright sound barrier; South SXYK1+52 Subgrad SXYK1+52 meet functional Harbin-Chenggaoz N167 Gelan Yuntian(Planning) SXYK+830 right 30 21 -1.2 1.1 11.0 -7.9 -8.4 0 50 1000 21 层住宅 SXYK+780 3 740 333 0 e 0 area requirement i Electrochemical or house usage 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 Install upright sound barrier; South SXYK1+18 SXYK1+68 Subgrad SXYK1+13 SXYK1+73 meet functional Harbin-Chenggaoz N168 Yangguang Lvjing/Lingji Community Left 30 10 -1.3 - 9.5 -11.3 -12.0 0 0 500 21 层住宅 3 600 270 0 0 e 0 0 area requirement i Electrochemical or house usage 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 Install sound proof window and upright sound barrier, South functional SXYK1+56 SXYK3+40 Subgrad SXYK1+52 SXYK3+45 Harbin-Chenggaoz N169 Hongxing Village right 10 10 -7.5 - 6.6 -5.0 -5.6 150 200 500 bungalow 10 3 1930 3500 2243.5 150 replacement 0 0 e 0 0 i Electrochemical within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright South Diantan Staff Community(To Be Subgrad sound barrier; Harbin-Chenggaoz N170 SXK4+670 SXK5+300 Left 30 20 0.4 - 9.8 -9.2 -9.7 0 0 800 bungalow SXK4+620 SXK5+300 3 680 4000 506 Demolition, Planning of New Community) e meet functional i Electrochemical area requirement or house usage function 40 30 0.4 - - -8.5 -9.2 90 80 0.4 5.6 15.3 -6.9 -8.0 90 Install sound South Subgrad proof window Harbin-Chenggaoz N171 Financial College(Planning) SXK5+300 SXK5+430 Left 30 20 0.4 9.9 19.8 -9.1 -9.7 bungalow SXK5+300 SXK5+480 3 180 400 101 e and upright i Electrochemical sound barrier; meet functional area requirement or house usage function 40 30 0.4 - - -8.5 -9.2 100 90 0.4 5.1 14.9 -6.6 -7.9 100 Install sound proof window and upright sound barrier, South functional SXYK5+30 SXYK5+88 Subgrad SXYK5+25 SXYK5+86 Harbin-Chenggaoz N172 Hongwei Village right 26 26 0.1 0.4 10.3 -7.9 -8.4 5 30 400 bungalow 26 3 610 2150 422 5 replacement 0 0 e 0 0 i Electrochemical within 30m; meet functional area requirement or house usage function 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 Install sound proof window and upright sound barrier, South functional Subgrad Harbin-Chenggaoz N173 Daobian Bungalow/Xiangkai Liyuan SXK6+650 SXK7+160 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 replacement e i Electrochemical within 30m; meet functional area requirement or house usage function 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 Install sound South Subgrad proof window Harbin-Chenggaoz N174 Xinxiangfang SXK7+700 SXK8+420 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 e and upright i Electrochemical sound barrier, functional replacement within 30m; meet functional area requirement or house usage function 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 Install sound proof window; South Subgrad meet functional Harbin-Chenggaoz N175 Hazhou Street Community BSK16+150 BSK16+290 Left 30 30 0.7 - - 1.5 1.5 0 0 100 bungalow 500 25 e area requirement i Electrochemical or house usage 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 Install sound proof window and upright South Subgrad WSK16+55 WSK16+98 sound barrier; Harbin-Chenggaoz N176 Mingsheng Village BSK16+600 BSK16+930 Left 30 30 1 - - -7.4 -8.0 0 0 100 bungalow 3 430 500 218.5 e 0 0 meet functional i Electrochemical area requirement or house usage function 64 64 1 7.0 16.9 -6.6 -7.6 64 120 120 1 4.6 14.3 -5.8 -7.3 Install sound proof window and upright South bungalow、 ChenggaoziCourt/Xinrui Jiayuan/Daobian Subgrad WSK18+73 WSK19+05 sound barrier, Harbin-Chenggaoz N177 BSK18+780 BSK19+000 Left 16 16 0.3 2.3 12.2 -8.2 -8.6 10 0 100 6-storey 16 3 320 500 249 10 Bungalow e 0 0 functional i Electrochemical building replacement within 30m; meet functional area requirement or house usage 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 Install sound proof window and upright South Subgrad 1~4-storey sound barrier; Harbin-Chenggaoz N178 Harbin No.46 Middle School BSK19+280 BSK19+370 Left 30 30 0.6 - / -7.4 -8.0 BSK19+220 BSK19+370 3 150 400 87.5 e building meet functional i Electrochemical area requirement or house usage function 134 134 0.6 4.1 / -5.7 -7.2 134 Install sound proof window and upright South Chenggaozi(Current Bungalow, Planning Subgrad sound barrier; Harbin-Chenggaoz N179 BSK19+370 BSK19+862 Left 30 30 0.8 - - -7.4 -8.0 0 0 500 bungalow BSK19+370 BSK19+790 3 420 2500 314 Storied House ) e meet functional i Electrochemical area requirement or house usage 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 Distance from Monitoring Distance Overstandard Value Points to External Rail Central Over 80(dB) Number of Number of Vibration Mitigation Measures between outdoor (dB) Line(m) affected affected Section No. Names of Sensative Points Beginning Mileage Ending Mileage Line Type Position Monitoring households households in Point to Emigrated Investment(ten thousand Project Line Existing Line Day Night Day Night within 30m transition area Ground(m) Households yuan) Northeast China Revolutionary V1 BJCK+640 BJK+760 Cutting Right -8 23 23 / / - - Martyrs Memorial Hall Cutting -8 30 30 - - - - V4 Xiehe Hospital BJK+860 BJK+960 Cutting Right -14.4 24 24 / / - - Cutting -14.4 30 30 - - - - Land Resources Bureau 、 V5 BJK+960 BJK1+090 Cutting Right -5.2 18 18 / / - - Highway Bureau 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 - - - - Ha ’ erbin Medical University V9 BJK1+340 BJK1+460 Cutting Right -3.2 45 45 - - - - Student Building Nanba /Southern Dam V14 BJK+880 BJK1+270 Subgrade Left 0 25 20 / / - - 65 360 Residential Building 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 Binjiang Street Staff V18 BJK1+810 BJK2+130 Subgrade Left 0.9 41 30 - - - - 10 100 Building,Residential Bungalow 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 Education Bureau, Daowai V24 BJK2+390 BJK2+530 Subgrade Right 0 55 55 - - - - district DafangliCommunity2 、 V26 BJK2+550 BJK3+730 Subgrade Right -1 55 55 - - - - 0 600 Yongping Community V28 New Sun kindergarten BJK3+060 BJK3+130 Subgrade Right -1 57 57 - - - - Lihua Community,Shanghe V29 BJK3+730 BJ 改 CK4+580 Subgrade Right 0.4 24 24 / / - - 200 600 Town 0.4 30 30 - - - - Urban Management V31 3770 3890 Subgrade Right 0.4 26 26 / / - - 0 0 Bureau,Daowai district 0.4 30 30 - - - - Teacher continuation V33 school ,Daowai district,Ha ’ BJK3+700 BJ 改 CK3+820 Subgrade Left 0 67 57 - - - - 0 0 erbing Gongyi Street community V34 BJ 改 CK3+820 BJ 改 CK4+700 Subgrade Left 1 14 5 / / 4 4.1 78 100 78 624 Bungalow 1 39 30 - - - - 3 Trees Community, Pinghu community,Cement Plant Staff V35 CK+310 CK+800 Subgrade Right 0.3 60 60 - - - - 0 0 Building, Railway vehicle factory Bungalow V36 Xiangtai Mingyuan community CK+920 CK1+200 Subgrade Right 4.5 140 60 - - - - 0 0 Xinjiang Bridge Street V37 CK+300 CK+700 Subgrade Left 1 8 8 / / 3.3 3.3 20 30 20 160 Bungalow 1 30 30 - - - - Water Source community V40 CK1+600 CK2+850 Bridge Left 14.8 10 / / / - - 61 76 Bungalow 1 14.8 30 / - - - - Water Source community V41 CK1+600 CK2+500 Bridge Right 14.8 10 / / / - - 20 50 Bungalow 2 14.8 30 / - - - - Water Source community V42 JNYK1+510 JNYK1+900 Subgrade Right 1 42 2 / / 9.6 9.6 100 200 Bungalow 3 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 / - - - - Xinglong Shijia return to V109 CK336+950 CK337+300 Bridge Left 13.6 33 / - - - - 200 200 original houses 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 - - - - Daobian Bungalow, Xinglin V113 CK338+220 CK339+280 Subgrade Left 2.6 12 12 / / 0.2 0.4 150 400 150 1200 Nanyuan, Jialian community 2.6 30 30 - - - - Lianheshou Staff Building, V114 Daobian community, Dier CK338+320 CK338+900 Subgrade Right 4.2 15 35 / / - - 112 200 community 4.2 30 50 - - - - 7 colors garden V115 CK338+900 CK339+275 Subgrade Right 1.1 38 38 - - - - 0 800 community(under construction) Jiamusi station community, V116 CK339+280 CK339+870 Subgrade Left 1 33 33 - - - - 0 300 Yijia Xiuting 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 - - - - Railway Five wei(Fengdeng V120 TJK577+460 TJK577+960 Subgrade Left 0.5 10 10 / / 1 1.2 42 80 42 336 community) 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 - - - - Front station community, V124 steward apartment, Youth road TJK578+620 TJK579+260 Subgrade Right 0.8 37 27 / / - - 35 124 community, Student apartment 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 Training center of computer V148 LDK30+840 LDK30+880 Bridge Right 15.6 41 / - - - - school(under construction) 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 - - - - Tongxiang street slum V164 SXYK+400 SXYK1+180 Subgrade Left 0.4 55 30 - - - - 0 200 improvement planning area 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 - - - - Daobian Bungalow, Xianglai V173 SXK6+650 SXK7+160 Subgrade Left 1.2 27 12 / / 2 2 10 0 10 80 Liyuan 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 - - - - Cenggaozi Courthouse, Xinrui V177 BSK18+780 BSK19+000 Subgrade Left 0.9 16 16 / / 0.7 0.7 10 0 10 80 Jiayuan,Daobian Bungalow 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 The stratum of tunnel site areas is Variscan (γ4) granite, which is suffered complete weathering and covered with the Quaternary Upper Pleistocene The Hongfei Village is 640m in distance Watering plugging measures shall be taken in time if water surges occur in the period of construction. Shengli Tunnel clay, silty clay and silt of slope deposit and diluvium. The elevation of with the exit with 100 households and the The tunnel is small in length and shallow in Observation shall be strengthen for the water source well of resident near the entrance and exit of tunnel in 1 CK117+240~ 305 tunnel is 190m and the maximum burial depth is 34m and the type of deep phreatic water of 100m is used and the burial depth and has small influence on the construction period, if the sharp decrease occurs as to the water level and water yield, comprehensive analysis underground water is bedrock fissure water The fixed water level of well depth of some households is about resident drinking water. shall be made for the reasons and measures shall be made in time and the monitoring cost is RMB 20,000; the CK117+545 underground water is 164.2m and the elevation of tunnel is higher than the 10m. reserved compensation for leakage water of resident in construction period is RMB 100,000. fixed water level of underground water. The stratum of tunnel site areas is Variscan (γ4) granite, which is suffered The elevation of tunnel is higher than the from complete weathering to moderate weathering and covered with the Ping’an Tunnel fixed water level of underground water and Quaternary Upper Pleistocene silty clay of slope deposit and diluvium. The there will be no loss for underground water. 2 CK123+850~ 1235 elevation of tunnel is 230-246m and the burial depth is 20-86.5m and the N/A Watering plugging measures shall be made in time if water surges occur in the period of construction. There is no resident near the tunnel and there type of underground water is bedrock fissure water. The fixed water level of CK125+085 will be no influence on the resident drinking underground water is 177.5m and the elevation of tunnel is higher than the water. fixed water level of underground water. The stratum of tunnel site areas is Variscan (γ4) granite, which is suffered from complete weathering and intensive weathering and covered with the The elevation of tunnel is higher than the Fangzheng Tunnel Quaternary Upper Pleistocene silty clay of slope deposit and diluvium. The fixed water level and there will be no loss for 3 CK131+110~ 2525 type of underground water is bedrock fissure water and the water yield N/A underground water. There is no resident near Watering plugging measures shall be made in time if water surges occur in the period of construction. property is not good. The elevation of tunnel is 231.6-238.7m and the burial the tunnel and there will be no influence on CK133+635 depth is 94m and the elevation of tunnel is higher than the fixed water level the resident drinking water. of underground water. Yilan No.1 Tunnel The stratum of tunnel site areas is Protozoic (Pt1) gneiss, which is suffered Elevation of the tunnel is slightly higher Strengthen hydrogeological survey and plugging leakage points in construction. Implement construction of from complete weathering to moderate weathering and it may exist in the than the groundwater level. This project In case of water burst in construction, water tunnel section with sensitive underground water in the principle of “giving priority to plugging and controlling 4 CK256+400~ 1150 fault fracture zone and it is covered with the Quaternary Upper Pleistocene may lose groundwater. But Dalama Village drainage”; Implement geological forecast in advance and adopt corresponding measures according to drilling plugging measures should be adopted in time. CK257+550 silty clay of slope deposit and diluvium. The elevation of tunnel is is located in the south bank of the Woken data in construction period; the spring water points shall be monitoring and plugging measures shall be made in 119.3-127.3m and the maximum burial depth is 68m. The type of River and the site of tunnel is in north bank. 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 Groundwater systems of the two places are RMB 50,000. The measures of leading spring, digging deep wine and sending water by vehicle shall be made underground water is 118.5m and the elevation of tunnel is slightly higher less related, thus tunnel construction has a as to the residents influenced in the construction. than the fixed water level of underground water. small impact on villagers’ drinking water. 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 The elevation of tunnel is slightly higher than Watering plugging measures shall be made in time if water surges occur in the period of construction. Yilan No. 2 Tunnel in the fault fracture zone and it is covered with the Quaternary Upper the e fixed water level of underground water The Ma’anshan Nanfentun is 900m away Observation shall be strengthen for the water source well of resident near the entrance and exit of tunnel in Pleistocene silty clay of slope deposit and diluvium. The elevation of tunnel and there is the possibility of loss of 5 CK258+120~ 930 from the exit of tunnel and the shallow pore construction period, if the sharp decrease occurs as to the water level and water yield, comprehensive analysis is 124.3-127.1m and the maximum burial depth is 62m. The type of underground. There is no resident near the water is used. shall be made for the reasons and measures shall be made in time and the monitoring cost is RMB 30,000; the CK259+050 underground water is bedrock fissure water and the fixed water level of tunnel and there is no influence on the reserved compensation for leakage water of resident in construction period is RMB 100,000. underground water is 118.5m and the elevation of tunnel is slightly higher resident drinking water. than the fixed water level of underground water. The surface of tunnel is covered with Quaternary Upper Pleistocene diluvium (Q3dl+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 is about fracture 100m zone in width with hanging side of tuff and heading side of rhyolite; F2: property Monkey Rock unknown, fault strike is 119 º, tuff in the direction of small range and There is the possibility of a large amount of Strengthen hydrogeological survey and plugging leakage points in construction. Implement construction of Mountain Tunnel rhyolite in the direction of big range and speculated fracture zone; F3: loss of underground water, but there is no tunnel section with sensitive underground water in the principle of “giving priority to plugging and controlling 6 3700 Parallel displacement fault, property unknown and speculated fracture zone. N/A CK318+050~ resident near the tunnel, so there is no drainage”; Implement geological forecast in advance and adopt corresponding measures according to drilling The type of underground water in tunnel areas mainly includes the quarterly influence on the resident drinking water. data in construction period. CK321+750 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. Appendix 4: Mitigation Measures for Water Source Protection Area Mutual Location Relation Drinking Water Overview of Water Source between the Engineering Impact Analysis of Water Source by Engineering Control Measures Source and Water Source 1. Impact analysis and Evaluation of Water Environment in Water 1. Control Measuresin Construction Period Yilan County concentrated drinking water source Source by Subgrade Engineering (1) Before construction, carry out environmental protection trainings on construction personnel, reinforce their awareness of environmental protection, is located in southeast of Yilan Town with a The elevation of underground steady water level is 115m. The normalize construction activities and avoid unnecessary pollution processes. Construction vehicles should not enter the scope of water sources. distance of 5km. Geographic coordinates are elevation of subgrade is about 135m. The subgrade is filled 3-8m. (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 120°33′east longitude and 46°19′north latitude. Burial depth of water level is more than 12m. Furthermore, subgrade water source protection areas. Construction shortcuts should utilize existing village/town roads as far as possible. Construction site should be arranged within The water source mainly supplies water to Yilan elevation is 20m higher than groundwater level. Thus, foundation water source protection areas. Town and it serves the population of excavation of subgrade engineering will not touch the aquifer. (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 80,000-100,000. The type of underground water The distance between Subgrade construction will not influence underground water in water 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 in water source is underground pore phreatic Harbin-Jiamusi railway and the source. infiltration of life sewage and domestic waste. It needs to set temporary and simple sewage treatment facility such as temporary collecting basin and digestion water. The aquifer is Quaternary Holocene series Yilan County nearest 5# well in Class II 2. Influence on Water Source Quality by Bridge Construction tank in concentrated settlement for constructors. Besides, provide fecal suction truck for transporting life sewage regularly; domestic waste shall be cleaned and sand gravel layer. The clay and mild clay are concentrated protection area is more than There is no heavy metal, toxic and organic pollutants in the mud. and transported in time. within 3m of the surface while Holocene sand drinking water 400m and it does not involve the Furthermore, non-toxic additives content is low. The time period of (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 sand gravel are below 3m. Underground source range of Class I and Class II mud in use is short (in drilling process). Generally, it has a little 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 burial depth is 4m. The thickness of aeration protection areas of water source. influence on underground water quality. Besides, the distance between time and they cannot be put in each protection area of water source. zone is 4-5m. The thickness of aquifer is bridge engineering and the nearest water source well is above 2,000m. (5) It is required to strictly manage construction machinery and transportation vehicle which are near protection area. Oil leakage and pouring waste oil at 4-15m. The supply is meteoric water and Peony Thus, construction will not influence water source quality. will are strictly prohibited; it is prohibited to set storage and maintenance workshop for mechanical vehicle in each protection area. River infiltration and lateral supply by 3. Influence on Engineering Water Source Supply (6) Maintenance point of construction machinery shall be far away from protection area. Besides, set hardened ground and drying tank and prevent soil groundwater in the upstream. The direction is The engineering adopts the form of Peony River Grand Bridge and it pollution caused by mechanical maintenance and cleaning sewage and prevent underground water pollution caused by infiltration. Strengthen overhaul of west-north-east. The slope is 1.5/1000. Amount spans Peony River from northwest to southeast. The bridge trend is construction machinery and implement strict construction management. Besides, reduce running, emitting, dripping and oil leakage of construction of supply is 2.14×104m3/d. almost consistent with flow direction (west-north-east) of machinery. Set small oil separation and oil collecting basin pretreatment which includes oil production sewage. There are totally 7 wells and 1 water point for underground water of lateral supply by Peony River. Thus, foundation (7) Try to implement organization and design in a well-regulated way in construction near protection area. Take effective measures for temporary taking and water source monitoring. construction of Peony River Grand Bridge will not cause separation of discarding soil, stocking and mud near protection area and complete civilized construction. underground water. While, subgrade engineering is on the ground, (8) The construction organization actively gets in touch with department in charge of each protection area and it arranges construction strictly according to thus, it will also not cause separation of underground water. relevant protection regulations. Besides, it shall implement construction organization and site layout reasonably. The layout of large construction machinery 4. Impact Analysis of Station Yard Engineering shall be far away from protection area. After the sewage drained from Yilan Station is collected in a (9) Take anti-seepage measures for mud pool during drilling pile construction. The sludge after sedimentation treatment is transported to the place which is concentrated way and treated in digestion tank, it meets outside of protection area designated by Administrative Department. The residual soil which is excavated from drilling pile foundation pit shall be GB8978-1996 Integrated Wastewater Discharge Standard transported to designated spoil ground outside of protection area. Class III. Finally, it passes into sewage treatment plant. Thus, (10) It is advised to increase full-time or part-time construction and environmental protection management and part-time environmental protection it will not influence underground water quality. supervising engineer so as to strengthen preparation and implementation of specific environmental protection measures, complete prevention first and prevent 5. Impact analysis of temporary engineering polluting water. Domestic waste and life sewage which are produced by staff on (11) Strengthen underground water monitoring of water source in construction period and increase frequency of water quality monitoring so as to make sure construction site and the camp pollute the soil in the area. For such to understand possible influence and degree of influence on underground water environment timely and accurately by construction period. impact, avoid harmful effects of water source quality through (12) Before construction, it is required to establish emergency and early warning mechanism. If accidents happen in construction and they cause water strengthening management, for instance, cleaning and outward pollution, report to Yilan County Environmental Protection Bureau and Water Conservancy Bureau in time for adopting emergency measures to control water transporting domestic waste in a concentrated way, prohibiting source pollution. discharging life sewage disorderly and disposing in a concentrated 2. Protective Measures for Influenceon Underground Water in Railway Operation Period way. (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 Sewage Amount(m3/d) This Design Assessment and Suggestions No. Station Names Old Treatment Technology Standards New Life New Manufacture Old Life Sewage Manufacture Treatment Process Discharge Direction (Including the old improved by the Discharge Direction Sewage Sewage Sewage new) / / Drained to the Sewage Treatment Integrated Wastewater Discharge Standard (GB8978-1996) 1 Binjiang Station 6 2 Digestion Tank As designed As designed Plant Class III / / Drained to the Sewage Treatment Integrated Wastewater Discharge Standard (GB8978-1996) 2 Taiping Bridge Station 4 2 Digestion Tank As designed As designed Plant Class III / / Binxi Development Sewage Integrated Wastewater Discharge Standard (GB8978-1996) 3 Binxi North Station / 8 Digestion Tank As designed As designed Treatment Plant Class III / / / Digestion Tank, Integrated Wastewater Discharge Standard (GB8978-1996) 4 Binxi East Station 4 SBR TREATMENT Drained to Nearby Ditches As designed As designed Class I EQUIPMENT / / / Drained to Binzhou Sewage Integrated Wastewater Discharge Standard (GB8978-1996) 5 Binzhou 34 Digestion Tank As designed As designed Treatment Plant Class III / / / Digestion Tank Adding SBR Sewage Treatment Integrated Wastewater Discharge Standard (GB8978-1996) 6 Xinxiangfang Station 7.5 Nearby Ditches Nearby Ditches Equipment Class I / / / Digestion Tank Adding SBR Sewage Treatment Integrated Wastewater Discharge Standard (GB8978-1996) 7 Chenggaozi Station 4 Nearby Ditches Nearby Ditches Equipment Class I / / / Digestion Tank, Integrated Wastewater Discharge Standard (GB8978-1996) 8 Shengli Town 17 SBR TREATMENT Drained to Nearby Ditches As designed As designed Class I EQUIPMENT / / / Digestion Tank, Integrated Wastewater Discharge Standard (GB8978-1996) 9 Shuanglonghu Station 15 SBR Sewage Treatment Drained to Nearby Ditches As designed As designed Class I Equipment / / / Drained to the Sewage Treatment Integrated Wastewater Discharge Standard (GB8978-1996) 10 Fangzheng Station 25 Digestion Tank As designed As designed Plant Class III / / / Digestion Tank, Integrated Wastewater Discharge Standard (GB8978-1996) 11 Demoli Station 7 SBR TREATMENT Drained to Nearby Ditches As designed As designed Class I EQUIPMENT / / / Digestion Tank, Integrated Wastewater Discharge Standard (GB8978-1996) 12 Gaoleng Station 25 SBR TREATMENT Drained to Nearby Ditches As designed As designed Class I EQUIPMENT / / / Digestion Tank, Integrated Wastewater Discharge Standard (GB8978-1996) 13 Dalianhe Station 11 SBR TREATMENT Drained to Nearby Ditches As designed As designed Class I EQUIPMENT / / / Drained to the Sewage Treatment Integrated Wastewater Discharge Standard (GB8978-1996) 14 Yilan 25 Digestion Tank As designed As designed Plant Class III / / / Digestion Tank, Integrated Wastewater Discharge Standard (GB8978-1996) 15 Hongkeli 25 SBR TREATMENT Drained to Nearby Ditches As designed As designed Class I EQUIPMENT / / Adding SBR Sewage Treatment Integrated Wastewater Discharge Standard (GB8978-1996) 16 Binxi Station 8 0.5 Digestion Tank Nearby Ditches As designed Equipment Class I / / / Digestion Tank Integrated Wastewater Discharge Standard (GB8978-1996) 17 Front Huojiatun Station 8 Regular Transport As designed As designed Class III / / / Digestion Tank Regular Transport Integrated Wastewater Discharge Standard (GB8978-1996) 18 Hougoutun Station 8 As designed As designed Class III / / / Digestion Tank Regular Transport Integrated Wastewater Discharge Standard (GB8978-1996) 19 Lujiagou Line Station 8 As designed As designed Class III / / / Adding SBR Sewage Treatment Integrated Wastewater Discharge Standard (GB8978-1996) 20 Ping’antun 10 Digestion Tank Drained to Nearby Ditches As designed Equipment Class I / / 85( Including 81 / Jiamusi Motor Train Set Digestion Tank, Anaerobic Drained to the Sewage Treatment Integrated Wastewater Discharge Standard (GB8978-1996) 21 Parking Yard m3/d digestion As designed As designed Biofilter Plant Class III sewage Drained to the Sewage Treatment Integrated Wastewater Discharge Standard (GB8978-1996) 22 Jiamusi Station 50 / 18 / Digestion Tank As designed As designed Plant Class III Life Sewage: Digestion Tank; Drained to the Sewage Treatment Integrated Wastewater Discharge Standard (GB8978-1996) 23 Jiamusi Locomotive Depot 30 20 28 8 Manufacture Sewage: As designed As designed Plant Class III Floatation, Filtering 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 Hau Soi Soil l storag l quatit area N Borrow pit Location dist e dep Landfor y (h notes o. Name discription ance (104 th m Type (104 m2) (k m3) ( m3) m) m) Gentle Xinli village CK14+800leftside 7.8 slopeAr 1 0.2 30 23.5 3 borrow pit approx0.2km 3 able land Xinfeng Hillside CK21+200leftside 3.9 2 villageborro 10 22.5 15.8 4 Woodla Exsiting borrow pit approx7.9km 5 w pit nd Longsheng CK41+800right 3 quarry 15 150 42 querry sideapprox15km borrow pit Xinyi quarry CK42+150right 4 16 400 30 querry borrow pit side16.5km Hillside Niaohe CK47+500leftside 5.2 sparse 5 district 2.1 30 15.8 3 querry approx1.6 km 7 wood borrow pit land Beizhao BSK4+950right 6 village 30 100 16.2 side30km Lvdao querry BinzhouZhe CK68+800right 13. 100 7 nxing quarry 23.3 q uerry sideapprox10km 5 0 borrow pit Sanbao district CK83+300right 6.7 Arable 8 Zhangdian 8 80 20.3 3 Potholes sideapprox3.5km 7 land village borrow pit Changan countyShuan CK84+400right 2. 12. Arable 9 7.3 110 31.9 Potholes gyuvillage sideapprox4.6km 5 76 land borrow pit Lianjiatun 1 CK95+200leftside 3.0 BushWo Gravel Soil 5.3 10 9 3 Potholes 0 approx4.6km 0 odland taken Field Ningyuan 1 Chaoyang DK98+600right 11 200 34.7 querry 1 querry sideapprox9km borrow pit ShengliMneg 1 CK102+700right 6.7 Wastela jiagou 2 22 20.2 3 Potholes 2 sideapprox600m 3 nd borrow pit Shengli Hillside 1 CK110+500leftsi 8.8 Dajiangtun 1.5 70 53 6 Wastela 3 deapprox700m 3 borrow pit nd Baidu Xinlei 1 CK119+910leftsi querry 9 60 17.9 querry 4 de8.4km Ltd.company County of FangzhengD 1 CK145+100leftsi ongping 5 300 73.5 querry 5 de4km querry borrow pit Jianzi 1 mountain CK182+000right 1 100 70 querry 6 querryborro sideapprox600m w pit Demolisong 1 mountain DK185+500leftsi 1 400 70 querry 7 querry de875m borrow pit Chu 1 DK190+000right 8.1 Wastela mountain 3 100 24.4 3 Potholes 8 side1.6km 3 nd borrow pit County of Fangzheng Hillside 1 forestry CK203+000right 7.5 6.5 100 22.6 3 Woodla 9 bureau Jilin side5km 3 nd forest station borrow pit 2 Shahezi CK228+400north 8.3 300 65.4 sandpit 0 borrow pit side7.5km 2 Shengli CK235+500South 8.4 200 75.2 sandpit 1 borrow pit side6.7km 2 Hongxing CK251+300north 4.0 Wastela Potholes,borrow 2 borrow pit side3.5km 5.3 50 24.5 6 nd earth in brickyard 8 2 Dongtong CK251+300South 2.9 200 80 sandpit 3 borrow pit side1.5km Maan Hillside 2 mountain CK262+100north 2.1 2.4 30 12.7 6 Wastela 4 taking waste west side2.3km 2 nd plant 2 Yangjiaogou CK265+100north 1.0 Arable 0.6 100 4 4 Potholes 5 borrow pit west side550m 0 land 2 Xianjin CK277+000right 2.1 150 41 sandpit 6 borrow pit side2km Linjiang borrow pit Hillside 2 CK286+000north 4.2 4.3 200 25.2 6 Woodla Gentle slope 7 (Pingan west side3.5km 0 nd borrow pit) slope 2 Zhennan CK289+700south 3.7 3.7 150 22.3 6 Arable Exsiting borrow pit 8 borrow pit of the East1.3km 2 land 2 Xiangshun CK297+500 22.. 0.6 150 querry 9 borrow pit 500m east 0 3 Dalai borrow CK306+000north 8.1 180 22.1 sandpit 0 pit west side6.5km 3 Xinhua CK323+000leftsi 3.5 100 9.8 querry 1 borrow pit de1.8k m 3 Kuangye CK323+500leftsi 3 100 32 querry 2 borrow pit de1.8km Sanlian 3 CK325+200right 6.5 Arable Potholes,borrow village 2.4 50 13 2 3 side2.7km 0 land earth in brickyard borrow pit 3 Daqin sand CK325+100leftsi 5.7 100 58 querry 4 factory de5.1km 3 Haifang CK326+300 8.5 50 11.8 sandpit 5 borrow pit 7.1km northwest 3 Zhongxing CK337+000 7.9 30 30 sandpit 6 borrow pit 6.5km northwest Slope 3 Xigemu CK329+500right 7.3 11 120 22.1 3 Arable 7 borrow pit sideapprox0.3km 7 land 1st Donghe Hillside 3 TJK566+500north 3.0 village 3.6 100 15.1 5 Woodla 8 east side3km 2 borrow pit nd 1200. 102. Total 5 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 district Places Location AreaType Spoil depth(m) Amount (104m3) Disposable (104 m3) area(hm2) Catchment(km2) LandformsType surrounding environment o. 1 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 City of Harbin Downstream with no residents,Both side 2 Waste earth yard,xinfeng village CK21+200leftsideapprox7.9km Woodland 4.5 22.5 19.7 0.02 Potholes,borrow pitBackfill of the road 3 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 County of 9 Bin 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 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 County of 23 County of Fangzhen’s Suidaochukou Dreg yard CK133+635leftside500m Woodland 10 30 28 2.8 0.55 Valley Downstream with no residents Fangzheng 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 County of Fangzheng’s Forestry Bureausouth of the East’s 34 CK205+500right sideapprox400m Wasteland 20 40 37.5 1.88 0.16 Valley Downstream with no residents Dreg yard 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 Dreg yard of gully type dots in 14 places. They are not located in the stream line of the gully. Land occupation of 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 Gully type yard them is waste land and woodland steppe in average pile height of 5-10m. 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. 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 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. 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 dots in 22 places of waste earth yard in Binan Brick Plant,Highway Borrow pit,area 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 Depressions type yard asWasteland, the catchment area is minimum around the spoil field 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 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 Plain areas 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 Disturbed land reclamation rate(%) * * 95 0 0 0 95 Water and Soil erosion control rate(%) * * 95 2 0 0 97 Hilly areas 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 Trial operation period Prevention and control objectives Roadbed area Borrow yard Overall standards Station area Bridge area Tunnel area Spoil(mud) yard Construction road area Construction production and living area 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. 路 路基两侧设置排水沟、路基边坡采 工程措施 路基防护 用拱形骨架护坡 基 防 植物措施 植物措施 紫穗槐护坡,两侧乔灌绿化 治 区 临时措施 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 路基两侧设置排水沟、路基边坡采 工程措施 路基防护 站 用拱形骨架护坡 场 植物措施 两侧绿化 紫穗槐护坡,两侧乔灌绿化 防 治 表土进行临时拦挡,并采用密目网覆 临时措施 临时措施 区 盖、路基施工期间设置临时排水设施 新 建 铁 桥 工程措施 土地整治 桥面下施工结束后进行土地整治 路 梁 哈 防 植物措施 出渣临时 桥梁基坑出土临时堆放期间临时拦 治 防护 挡,钻孔桩泥浆采取沉砂池处理。 尔 区 滨 植物措施 桥梁绿化 桥下及桥头进行撒播种草 至 佳 取 工程措施 截排水沟、沉砂池、土地整治 木 土 斯 场 植物措施 栽植乔灌木、撒播种草,恢复植被 铁 防 治 表土剥离、表土回填、表土集中堆 路 临时措施 放,编织袋装土围挡、密目网覆盖 区 工 程 弃 工程措施 挡渣墙、截排水沟及消能措施、土地整治 水 土 土 场 植物措施 栽植乔灌木、撒播种草,恢复植被 保 防 持 治 临时措施 表土剥离、表土回填、表土集中堆 区 放,编织袋装土围挡、密目网覆盖 措 施 翻垦整地、土地平整、排水沟、部分恢复 施工 工程措施 体 为耕地 便道 系 防治 植物措施 种草、恢复植被 区 表土剥离、表土回填、表土集中堆 临时措施 放,编织袋装土围挡、密目网覆盖 中文 英文 新建铁路哈尔滨至佳木斯铁路工程水土保持 Newly established Harbin-Jiamusi Railway 措施本系 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 sides of roadbed; roadbed slope uses arc 用拱形骨架护坡 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 Temporary measures-temporary retaining for 网覆盖、路基施工期间设置临时排水设施 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 Roadbed protection-drainage ditch on both 采 sides of roadbed; roadbed slope uses arc 用拱形骨架护坡 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 Temporary measures-temporary retaining for 网覆盖、路基施工期间设置临时排水设施 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 Temporary dreg discharge-set up temporary 拦挡,钻孔桩泥浆采取沉砂池处理。 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 Vegetation measures-plant bush and tree and 植被 grass and restore vegetation 临时措施 — 表土剥离、表土回填、表土集 Temporary measures-surface soil peeling, 中堆 backfilling, central piling of the surface soil, 放,编织袋装土围挡、密目网覆盖 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 Vegetation measures-plant bush and tree and 植被 grass and restore vegetation 临时措施 — 表土剥离、表土回填、表土集 Temporary measures-surface soil peeling, 中堆 backfilling, central piling of the surface soil, 放,编织袋装土围挡、密目网覆盖 woven bag retaining, dense mesh net coverage 工程措施 — 翻垦整地、土地平整、排水沟、 Engineering measures-reclamation and 部分恢复 leveling, closure ditch, partial restored as arable 为耕地 land 植物措施 — 种草、恢复植被 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, 中堆 backfilling, central piling of the surface soil, 放,编织袋装土围挡、密目网覆盖 woven bag retaining, dense mesh net coverage 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, 中堆 backfilling, central piling of the surface soil, 放,编织袋装土围挡、密目网覆盖 woven bag retaining, dense mesh net coverage Figure 1-1 Plain Area Erosion Control Measure System Block Diagram 路 路基两侧设置排水沟、路基边坡采 工程措施 路基防护 用拱形骨架护坡 基 防 植物措施 植物措施 紫穗槐护坡,两侧乔灌绿化 治 区 临时措施 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 路基两侧设置排水沟、路基边坡采 工程措施 路基防护 站 用拱形骨架护坡 场 植物措施 两侧绿化 紫穗槐护坡,两侧乔灌绿化 防 治 表土进行临时拦挡,并采用密目网覆 临时措施 临时措施 区 盖、路基施工期间设置临时排水设施 桥 工程措施 土地整治 桥面下施工结束后进行土地整治 梁 新 防 桥梁基坑出土临时堆放期间临时拦 植物措施 出渣临时 建 治 防护 挡,钻孔桩泥浆采取沉砂池处理。 铁 区 植物措施 桥梁绿化 桥下及桥头进行撒播种草 路 哈 工程措施 骨架护坡 混凝土块、截水天沟 隧 尔 道 滨 防 临时措施 出渣临时 堆石挡渣墙 至 治 堆放 佳 区 植物措施 洞口绿化 边仰坡撒播种草、种植紫穗槐 木 斯 铁 取 工程措施 截排水沟、沉砂池、土地整治 路 土 工 场 植物措施 栽植乔灌木、撒播种草,恢复植被 防 程 表土剥离、表土回填、表土集中堆 治 临时措施 水 区 放,编织袋装土围挡、密目网覆盖 土 保 弃 工程措施 挡渣墙、截排水沟及消能措施、土地整治 持 土 措 场 植物措施 栽植乔灌木、撒播种草,恢复植被 防 施 治 临时措施 表土剥离、表土回填、表土集中堆 体 区 放,编织袋装土围挡、密目网覆盖 系 翻垦整地、土地平整、排水沟、部分恢复 施工 工程措施 为耕地 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 Newly established Harbin-Jiamusi Railway 本系 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 Roadbed protection-drainage ditch on both 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 Temporary measures-temporary retaining for 盖、路基施工期间设置临时排水设施 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 Roadbed protection-drainage ditch on both 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 Temporary measures-temporary retaining for 盖、路基施工期间设置临时排水设施 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, Temporary dreg discharge-set up temporary 钻孔桩泥浆采取沉砂池处理。 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 Temporary dreg discharge-piling of stone 堆放 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 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 Temporary measures-surface soil peeling, 放,编织袋装土围挡、密目网覆盖 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 临时措施 — 表土剥离、表土回填、表土集中堆 Temporary measures-surface soil peeling, 放,编织袋装土围挡、密目网覆盖 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 临时措施 — 表土剥离、表土回填、表土集中堆 Temporary measures-surface soil peeling, 放,编织袋装土围挡、密目网覆盖 backfilling, central piling of the surface soil, woven bag retaining, dense mesh net coverage 工程措施 — 翻垦整地、土地平整、排水沟、部分 Engineering measures-reclamation and 恢复 leveling, closure ditch, partial restored as arable 为耕地 land 植物措施 — 种草、恢复植被 Vegetation measures-plant grass and restore vegetation 临时措施 — 表土剥离、表土回填、表土集中堆 Temporary measures-surface soil peeling, 放,编织袋装土围挡、密目网覆盖 backfilling, central piling of the surface soil, woven bag retaining, dense mesh net coverage 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、表土集中堆 Temporary measures-surface soil peeling, 放,编织袋装土围挡、密目网覆盖 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 Mongolic pine trees, Dragon spruce, spiraea Bluegrass, red Chinese pine trees, manchurian thunbergii, berberis, fescue, Chinese wildrye, Hilly areas ash, maackia amurensis, acer Northeast forsythia, daphne lespedeza milkvetch, mono, willow, white birch, lilac, small elm, caragana awnless brome, plum-leaf crab, crab apple, sinica, flowering plum, puccinellia, elymus Mongolian oak , white clove, honeysuckle, and amorpha and juniper Mongolic pine trees, Northeast forsythia, Bluegrass, red Chinese pine trees, manchurian daphne lilac, small elm, fescue, Chinese wildrye, Plain areas ash, maackia amurensis, acer caragana sinica, flowering alfalfa milkvetch, awnless mono, willow, white birch and plum, honeysuckle, and brome ,puccinellia, so on. amorpha 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 Harbin Bin Fangzheng Yilan Jiamusi Items Unit Total City County County County City M10 mortar m3 rubbles 67953.07 139025.48 159018.80 153035.95 74728.53 593761.83 C25 Roadbed concrete m3 slope 2576.87 5117.23 6373.10 5451.10 3101.83 22620.13 blocks protection excavated roadbed m3 77582.93 158556.98 181931.09 174335.76 85613.40 678020.15 earth Engineering M10 mortar m3 measures Road cutting rubbles 47509.61 148371.46 215464.87 80749.17 9426.33 501521.44 slope C25 protection concrete m3 2777.69 7795.22 11719.65 5136.87 606.09 28035.52 blocks M10 mortar m3 rubbles 16308.70 30002.46 38609.49 25512.39 4312.51 114745.56 mortar excavated rubble drains roadbed m3 42454.38 78101.65 72591.61 39389.29 4524.43 237061.37 earth one Plant trees thousand Greening 6.926 15.9298 22.1632 15.2372 9.0038 69.26 Vegetation trees along the measures one project line Plant shrubs thousand 2150.206 4945.4738 6880.6592 4730.4532 2795.2678 21502.06 shrubs length m Water 1947 5811 18983 21873 11489 60103 cubic meter retaining of earth m3 ridge 533.48 1592.21 5201.34 5993.20 3147.99 16468 length m 389.40 1162.20 3796.60 4374.60 2297.80 12020.60 Earth-loaded Torrent Temporary woven bag chute m3 measures retaining 292.05 871.65 2847.45 3280.95 1723.35 9015 walls length m 1947 5811 18983 21873 11489 60103 Temporary cubic meter drains 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 Ten Earth-piling thousand 7.75 22.01 24.41 7.07 10.38 71.62 quantity m3 Temporary Earth-loaded earth-moving woven bag m3 protection retaining 668.13 1125.96 1185.76 638.15 773.23 4391.22 walls Dense mesh m2 net coverage 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 Bin Fangzheng Yilan Jiamusi Items Unit Total Harbin County County County City Motor Length m 6000 37684 30694 27504 21502 123384 Engineering cutting C25 measures drainage m3 0 41303 16359 14659 8031 80352 concrete ditch 1K Tree 0.00 18.07 15.60 14.78 11.50 59.95 pcs Vegetation 1K Bush 0.00 228.37 199.56 159.61 156.71 744.25 measures pcs Flower terrace Tower 0.00 17.00 19.00 14.00 17.00 67.00 2 Garden greening hm 0.44 6.15 5.48 4.27 4.77 21.10 Surface soil hm2 0.68 29.51 51.59 48.73 51.27 181.78 peeling Soil loading woven m3 148.43 977.82 1292.87 1256.52 1288.86 4964.50 bag Temporary Temporary retaining measures soil piling wall Dense mesh net m2 510.00 22132.50 38692.50 36547.50 38452.50 136335.00 coverage Surface 10K soil 0.21 8.85 6.46 14.62 15.37 45.51 m3 backfilling 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 Bin Fangzheng Yilan Jiamusi Name of item Unit Total Harbin County County County City Engineering measures Site leveling hm2 21.16 48.94 68.38 37.14 25.01 200.63 Grass hm2 21.16 48.94 68.38 37.14 25.01 200.63 Vegetation measures plantation Creeper 1K pcs 8.4 18.48 24.64 20.16 10.08 81.76 Piled soil 10K m3 11.08 19.36 25.54 18.32 20.95 95.25 volume Temporary Woven bag m3 599.16 792.00 909.67 770.43 823.88 3895.14 soil piling retaining wall Dense mesh m2 27700 48400 63850 45800 52375 238125 net coverage Temporary Quantity Set 2 14 12 6 3 37 measures Foundation Mud pool m3 16 112 96 48 24 296 excavation Quantity Pcs 4 28 24 12 6 74 Sedimentation Foundation m3 24 168 144 72 36 444 pool excavation 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. 1.4.7.2 Engineering measures (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 Bin Fangzheng Yilan Jiamusi Name of item Unit Total Harbin County County County City Aggregate C20 concrete m³ 0 0 677 677 338.5 1692.50 slope block Engineering Closure measures C25 concrete m3 0 0 390.08 390.08 195.04 975.20 ditch Grass m2 0 0 1600 1600 800 4000.00 Vegetation 10K measures River locust 0 0 19.83 19.83 9.92 49.58 pieces Temporary Masonry retaining wall m3 0.00 0.00 1321.49 1557.00 2203.52 5082.01 measures 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 Net width of farmland B Height of raised patch Slope of raised patch Former ground slope θ (°) (m) H(m) 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. 1.4.8.5 Engineering measures (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 Row space Tree varieties Forestation mode Seedling type Density type (m) Pimus Evergreen tabulaeformis Mixed by rows 2×2 2-year seedling 1250 pcs/hm2 tree Carr. Robinia Deciduous pseudoacacia Mixed by rows 2×2 2-year seedling 1250 pcs/hm2 tree L 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 Spring Cave Cave diameter 50cm and depth 50cm; the cave shall ensure adequate Whole plot and shaped extension of the root system; autumn The forestation shall better be Spring or autumn to improve the Spring survival rate; the grass seeds shall be applied in the rainy season or the Season and soil moisture is good. The high temperature shading shall be taken into autumn account. The seedling shall be straight and the root system shall be unfolded; Spring Seedling the depth shall be proper; after filling soil in half depth, make Plantation and plantation compaction and finally put on the loose soil. It's feasible when the autumn seedling depth exceeds he seedling root end at 2~3cm. Tend two years after forestation. Loosen soil, remove weed, apply Spring fertilizer and control pests. The dead seedling shall be timely replaced. Seedling and In the first two years after the forestation, remove weds and loosen soil tending summer 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 Engineering measures Vegetation measures Temporary measures River Dense mesh Obtai Closure ditch Simple sedimentation pool Applying grass seeds Occupied Ploughing locust net coverage Surface soil ning Topolog S/N Name of obtaining filed Position description area Remarks Foundation Site leveling and applying Surface soil backfilling depth y Foundation Woven bag retaining wall(m3) 2 (hm ) soil Masonry Sand layer (hm2) fertilizer (hm2) peeling (10K m3) (m) Length(m) Tower (pcs) excavation (1K pcs) Area(hm ) 2 Qty(kg) (m )2 excavation stone(m3) (m3) (hm2) (m3) (m3) Low Xinli village obtaining slop 1 Approximately 0.2km left of CK14+800 3 7.83 7.83 237.44 9787.5 3.92 field arable land Hillside Depressed land, Xinfeng village 2 Approximately 7.9km left of CK21+200 4 3.95 woodlan brick plant 3.95 130.63 2962.5 1.19 obtaining field d obtaining Harbin 0 0 0 0 0 0 0 0 0 0 0 11.78 368.07 12750 5.1 Hillside Niaohe town obtaining 5 Approximately 1.6km left of CK47+500 3 5.27 woodlan 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 field d Sanbao town Arable 8 Zhangdian village Approximately 3.5km right of CK83+300 3 6.77 Depressed land 6.77 220.78 8462.5 3.39 land obtaining field Chang'an town Arable 9 Shuangyu village Approximately 4.6km right of CK84+400 2.5 12.76 12.76 303.1 15950 6.38 land obtaining field Lianjiangtun obtaining Bush 10 Approximately 4.6km left of CK95+200 3 3 Depressed land 3 113.84 2250 0.9 field land Shengli Mengjiagou Wastela 12 Approximately 600m right of CK102+700 3 6.73 Depressed land 6.73 170.51 5047.5 2.02 obtaining field nd Hillside Shengli Dajiangtun 13 Approximately 700m left of CK110+500 6 8.83 wastelan 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 obtaining field d Bin county 527 750.57 355.53 223.86 4 28 14.1 0 141 Chushan obtaining Wastela 18 1.6km right of CK190+000 3 8.13 Depressed land 8.13 81.3 6.5 390.24 8.13 187.41 6097.5 2.44 field nd Fangzheng forestry Hillside 19 bureau Jiling woodland 5km right of CK203+000 3 7.53 woodlan 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 obtaining field d Fangzheng 274 391.03 185.23 116.62 2 14 15.66 0 156.6 Hillside Depressed land, Hongxing obtaining 22 3.5km north of CK251+300 6 4.08 woodlan brick plant 4.08 40.8 3.26 195.84 4.08 132.76 3060 1.22 field d obtaining Hillside Ma'anshan abandoned 24 2.3km northwest of CK262+100 6 2.12 waste 146 207.48 98.28 61.88 2 14 2.12 21.2 1.7 101.76 2.12 95.7 1590 0.64 soil obtaining field land Yangjiaogou obtaining Wastela 25 550m northwest of CK265+100 4 1 Depressed land 1 1 10 1 84.85 1250 0.5 field nd Linjiang obtaining Hillside 27 field (Ping'an obtaining 3.5km northwest of CK286+000 6 4.2 woodlan 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 field) d Zhennan obtaining Arable Existing 28 1.3km southeast of CK289+700 6 3.72 193 274.84 130.19 81.97 2 14 3.72 3.72 3.72 163.66 4650 1.86 field land obtaining field 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 Depressed Sanlian village Wastela 33 2.7km west of CK325+200 2 6.5 land, brick plant 6.5 6.5 6.5 216.33 8125 3.25 obtaining field nd obtaining Arable 37 Xigemu obtaining field Approximately 0.3km west of CK329+500 3 7.37 271 386.86 183.25 115.38 2 14 7.37 7.37 7.37 230.36 9212.5 3.69 land Hillside Dongsihe village No. 1 38 3km northeast of TJK566+500 5 3.02 woodlan 174 247.64 117.3 73.86 2 14 3.02 30.2 2.42 144.96 3.02 114.22 2265 0.91 obtaining field d 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 Depressed dreg Items Valle dreg field Low slope dreg field field Meet vegetation Temperature Meet vegetation requirement Meet vegetation requirement requirement Average thickness Average thickness of dreg Average thickness of dreg of dreg 2.5~25m; Slope 2.5~100m; relative low dreg 5~10m; relative low dreg platform relative low dreg platform platform Ponding / / / depth/m Land source 100 100 100 assurance rate/% Pollution No harmful chemical 无 No harmful No harmful chemical substance toxicity substance chemical substance External Convenient transportation; arable Convenient transportation; Convenient condition land, some tunnel has inconvenient arable land, some tunnel has transportation; Depressed dreg Items Valle dreg field Low slope dreg field field transportation inconvenient transportation, arable land arable land at present Restriction External condition External condition External condition analysis Dreg platform is even, apply Dreg platform is 40~50cm surface soil; some tunnel even, apply Integrated dreg field transportation is less Dreg platform is even, apply 40~50cm surface appropriateness convenient, woodland 40~50cm surface soil; restore soil; restore analysis vegetation vegetation and When the arable land is not greening possible, make forestation and restore vegetation 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. 边埂30cm 复 耕 植草护坡 排洪沟 0.5% 表土40~50cm 1:1 .5 土碴 挡渣墙 石碴 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 边埂30cm 复 耕 植草护坡 排洪沟 0.5% 平 台 种植土40~50cm 土碴 1:1 .5 石碴 挡渣墙 原坡面 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 1/3 ϕ =15º Dreg piling slop after the wall 1:1.5. The soil pressure uses the calculation of Kulun soil pressure theory: 1 EA = rH 2 K A 2 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: f ∑G K1 = ∑P Where: K1 — 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: Mm K2 = Ma Where: K 2 — Toppling safety factor of wall to wall front toe; M m — Anti toppling moment of the all forces to wall front toe; M a — Overturning moment of the wall front toe. Calculation formula of base stress: σ max = (1 + 6 × e0 B ) N B σ min = (1 − 6 × e0 B ) N B Where: σ max — maximum stress value of base; σ min — minimum stress value of base; N — axial force; B — section width; e0 — 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 Standard soil Toe floor Fracture dimension(mm) Volume pressure value Stability factor pressure per (kN) Eccentrity(mm) design meter h h1 h2 b1 b b2 Level Vertical Anti-slippery Anti-inclination value(kPa) (m3) 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 1:2 b 英文 土工布反滤 Cloth back filter 弃土(渣) 4% 土工布反滤 Abandoned soil (dreg) 弃土(渣) 排水孔 Drainage opening 1:0.2 h b2 4% b Dreg stability analysis 排水孔 Assume the dreg is considered as the non-sticky soil, without considering dreg h1 0.2:1 cohesion c; since the slag material has large clearance and strong penetration and the h2 drainage measure is taken, the soaking b 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 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: QB = 0.278 KIF 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: QB = AC Ri 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. Table 1-14 Typical Fracture Design Calculation Fracture type Ⅰ Ⅱ Ⅲ Ⅳ Ⅴ Ⅵ Ⅶ Design parameter 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 2 Fracture(m ) 0.31 0.51 0.8 1.1 1.67 2.07 2.97 3 Masonry at extension of m(m ) 0.825 0.975 1.14 1.29 1.398 1.65 1.95 Foundation excavation at 1.781 2.285 2.933 3.563 4.224 5.375 6.995 extension of m(m3) Sand lining at extension of m 0.347 0.422 0.504 0.579 0.675 0.759 0.909 (m3) (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. T2 T2 H2 e2 进口段 25 D2 b D2 25 H1 HO 400300 I--I 400 1:3 H 1000 H2 e2 H2 H0 300 H1 H3 e2 1:2 e3 d e3 300 300 400 1 1: 1: 1 300 600 上游渠道 L1 L2 L3 L L4 原排水渠道 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 Inlet section Steep slot section Force adsorption pool section Outlet section Design flow Bottom Outlet Bottom Slot Pool Cut Q (m3/s) Length width depth Width depth height plate slope Rectification (cm) (cm) thickness length length (cm) (cm) (cm) (cm) (cm) (cm) (cm) Q≤1.0 150 40 60 150 100 40 45 90 150 1.0