辽阳市城市交通改造项目环境管理计划

Public Disclosure Authorized E1323 v 14 Public Disclosure Authorized World Bank Financed Liaoyang Urban Transport Project Public Disclosure Authorized Environmental Management Plan Public Disclosure Authorized Liaoyang Urban Construction Management Office 2 2 2006, 4 1  1 1.1 1.2 5 8 23 7 4 1-1 1-1 5 8 23 7 53.45km 129.42 m2 1510.32 m2 3875.74 m2 2320.98m2 1456 m2 64.88km d400 d2000mm 3 3 19 2602 5.13 m2 GPS 8 2 8 90 838.22 ( 478.57 ) 1353.8 11 m2 1-2 1-1 (m) (m) (m) 2 — 38 1414 22*6 2*3 2*5 0 — 42 2565 15*4 2*6 2*3.5 2*4 — 42 927 15*4 2*6 2*3.5 2*4 + — 38 343 22*6 2*3 2*5 0 — 42 1369 15*4 2*6 2*3.5 2*4 — 21 942 15*2 2*3 0 - 21 1950 15*2 2*3 0 - 28 1480 15*4 2*3 2*3.5 0 + -- 32 893 15*4 2*4 2*2.5 2*2 — 28 2154 15*4 2*3 2*3.5 0 — 32 1170 15*4 2*4 2*2.5 2*2 -- 32 1086 15*4 2*4 2*4.5 0 — 32 1789 15*4 2*4 2*2.5 2*2 — 24 383 15*2 2*4.5 0 — 18 1210 12*2 2*3 0 — 18 2346 12*2 2*3 0 — 18 1628 12*2 2*3 0 — 18 1632 12*2 2*3 0 - 24 913 15*2 2*4.5 0 — 24 2663 15*2 2*4.5 0 — 24 1409 15*2 2*4.5 0 — 24 870 15*2 2*4.5 0 - 24 905 15*2 2*4.5 0 — 24 398 15*2 2*4.5 0 — 24 792 15*2 2*4.5 0 — 18 1801 12*2 2*3 0 - 24 113 15*2 2*4.5 0 - 18 406 12*2 2*3 0 - 24 1893 15*2 2*4.5 0 - 24 578 15*2 2*4.5 0 - 24 624 15*2 2*4.5 0 - 24 928 15*2 2*4.5 0 - 18 817 12*2 2*3 0 - 32 8917 15*4 2*4 0 3 40 — 24 3994 15*2 2*4.5 0 - 18 948 12*2 2*3 0 - 12 523 7*2 2*2.5 0 - 15 410 9*2 2*3 0 - 9 948 5*1 2*2 0 — 12 1456 7*2 2*2.5 0 — 12 1222 7*2 2*2.5 0 — 12 2059 7*2 2*2.5 0 — 12 604 7*2 2*2.5 0 1.3 1.3.1 1 2 3 4 4 1.3.2 1 2 ; 3 I/M 1 ; 2 ; 3 2007 12 31 ; 4 2007 12 31 I/M 1.4 1.4.1 1 253 1998.11.29 14 2002.10 [2004]164 2004.12.6 1993 324 1993 5  2003 5 2003.5 2 — (OP4.01) — (OP4.04) — (OP4.11) 3 2000-2020 1994 36 2000 49 “ ” 2010 2000 11  2005.05 2005.12 5 HJ/T2.1 2.3-93 HJ/T2.4 1995 HJ/T19 1997 JTJ005-96 1.4.2 1 1-5 1-5 6  LAeqdB 1 55 45 2 60 50 1. 1 2. 2 2 PM10 NO2 CO GB3095-1996 1-6 1-6 mg/m3 PM10 / 0.15 GB3095-1996 NO2 0.24 0.12 CO 10.00 4.00 3 GB12523-90 1-8 1-8 LAeq(dB) 75 55 85 70 55 65 55 1. 2. 4 GB16297-1996 —— 75 mg/m3 40 mg/m3 5 (CJ3082- 1999) 1-9 1-9 mg/L pH 7 1 pH 6-9 2 CODCr 500 3 BOD5 300 4 35 5 400 6 TP 8.0 8 2 2.1 1 2 3 4 5 2.2 2.2.1 300- 400m3/h 4 9 2.2.2 —— NOX GB3095-1996 NOX 200m 20- 40m 2010 150m 2020 20m —— 20m 200m 2010 2020 HC CO NOX —— 2.2.3 1 2020 2010 —— 2010 6.4-10.6 dB(A) 8.1- 17.1dB(A) 2020 7.9-14.6dB(A) 8.2-17.4dB(A) —— 2010 7.0-9.3 dB(A) 8.8- 12.1dB(A) 2020 7.9-9.4dB(A) 8.9-12.0dB(A) —— 2010 0.2-6.8 dB(A) 0.1-10.9dB(A) 2020 0.4-6.9dB(A) 0.4-11.2dB(A) 10  —— üü 2010 3.0-13.5 dB(A) 2.4- 12.5 dB(A) 2020 4.3-13.9dB(A) 2.5-13.4dB(A) 3 1dB 2.2.4 2.3 11 3     12   3.1 3.1.1    P   3-1 m 4 5 15 150 28 30 5 6 5 30 3 60 20 5 20 30 3 160 3 10 3-4 10 30 13  2 6 5 70 2 5-6 5 60 1 5 5 30 40 1 5-10 60 8 6 30 5-10 110 5 5-7 5-10 120 1 5-10 10 1 5-10 40 5-10 10 6 3-6 5-10 120 10 4-6 5-10 300 5 5-6 5-10 120 10 4-6 5 300 10 5-10 10 2 6 20 5-10 80 30 5-10 30 1 6 30 3-5 60 10 4-6 3-5 220 11 6-7 3 3-5 330 0 6 3-6 30 3-5 180 16 3-5 50 3-10 110 10 3-6 30 3-10 90 1 7 20 3-10 60 20 4-6 3-5 500 7 4-6 3-10 150 6 4-6 30 3-10 180 10 3-10 10 6 4-6 3-10 100 10 3-10 10 10 3-10 10 3745 27dB 5-10 14 3.1.2 20m 3.1.3 1 2 m2 1 20518 2 7416 3 10952 4 3572 5 4676 6 7152 51300 3.1.4 3.1.5 3-2 15  3-2 —— 38m 860m 4 9. 5 m —— — —— 120m —— 21m —— —— 5 à  $ " € à 20m 1 2 3 3.2 1 16 3.2.1 GB12523- 90 2.2 1 2 3 3.2.2 1 20m 2 3 4 17  5 6 7 8 3.2.3  , , 3.2.4 1 2 3 3.2.5 “ ” 1 1.5 2 18   3.2.6     3.2.7 1 2 3 4 19  5 3.2.8 —— 2- 3 2 22 00-6 00 20 3.3 3.3.1 3-6 dB(A 25 dB(A) 3-1 3.3.2 1 21  2001 4 16 I GB 18352.1- 2001 2001 4 16 I I (GB 18352.2-2001) 2004 7 1 (GB 18352.1- 2001) 2003 9 1 GB17691- 2001 GB14762- 2002 22  2 50m 3  3.3.3 1 23  2 3 3.3.4 1 2 “ ” “ ” 24  110 3.3.5 25   3.3.6 89 8 m2 26 4 4-1 4-1 27 5 5.1 5.2 5.2.1 5.2.2 28 “ ” 29 6 6.1 6.2 TSP PM10 CO NOX 6.3 6-1 6-1 TSP PM10 CO NOx P GB3095-1996 G — .GB18352.1-2001 2 / 1 1 LAeq(dB) LAeq(dB GB3096-93 30  GB12523-93 GB/T14623- 93 1 / 1 2 2 / 2 / 12-3 6.4 ISO14001 1 2 3 4 5 6 7 31  8 9 6.5 1 3- 6 2 1 6.6 6-2 6-2 / 32 2 1 3 1 1 2 5 33 7 7-1 7-1 2 2 1- 2 2- 3 4 6 4 4 15 24 34 8 8-1 4 2 10 5 10 10 2 20 5 10 2 5 10 2 10 2 5 110 10 30 40 10 2010 5 936.3 1000 /m 2010 2 59 1092.3 20 1222.3 35 36