Initial Environmental Examination
June 2017
PRC: Integrated Development of Key Townships in Central Liaoning Project-Shenbei Ecology Center Town Development Subproject
Prepared by Shenbei New District International Institutions Loaned PMO for the Asian Development Bank.
Initial Environmental Examination
People‘s Republic of China: Shenbei Ecology Center town development project under Integrated Development of Key Townships in Central Liaoning Project (2901-PRC)
Prepared by the Shenbei New District International Financial Institutions Loaned PMO Liaoning Provincial Environmental Planning Institute Limited
Revised in June 2017
ABBREVIATIONS
AADT - Annual Average Daily Traffic ADB - Asian Development Bank AIDS - Acquired Immunity Deficiency Syndrome AP - Affected Person ASL - Above sea level CSCs - Construction Supervision Companies DMF - Design and Monitoring Framework EHS - Environmental Health and Safety CEIA - Consolidated Environmental Impact Assessment EIA - Environmental Impact Assessment EMO - External monitoring organization EMP - Environmental Management Plan EPB - Environmental Protection Bureau FSR - Feasibility Study Report FYP - Five-Year Plan GHG - Greenhouse Gas GRM - Grievance Redress Mechanism HH - Household HIVS - Human Immunodeficiency Virus IA - Implementing Agency IEE - Initial Environmental Examination IPCC - Intergovernmental Panel on Climate Change MEP - Ministry of Environmental Protection NDRC - National Development and Reform Commission O&M - Operation and Maintenance PAH - Project affected households PAP - Project affected persons PMO - Project Management Office PPMS - Project Performance Management System PRC - People's Republic of China RP - Resettlement Plan TGR - Traffic Growth Rate USD - United States Dollar CURRENCY EQUIVALENTS
Currency Unit– Chinese Yuan (CNY) CNY1= $.1515 $1= CNY6.6
WEIGHTS AND MEASURES
Km2– square kilometer m2– square meter M3/day– cubic meter per day mu– Chinese unit of area (15 mu = 1 hectare)
NOTES
(i) The fiscal year (FY) of the Government of the People‘s Republic of China ends on 31 December. (ii) In this report, "$" refers to US dollars.
This initial environmental examination is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature. Your attention is directed to the “terms of use” section on ADB’s website.
In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.
TABLE OF CONTENTS
I INTRODUCTION ...... 21 A. Overview ...... 21 B. Laws, Regulations, Guidelines, and Standards ...... 21 C. Assessment Areas and Sensitive Receptors ...... 43 D. Assessment Period ...... 1413 E. Evaluation Standards ...... 1413 II DESCRIPTION OF PROJECT ...... 1918 A. Necessity of Project Construction ...... 1918 B. Master plan of the City ...... 1918 C. Scope of Urban Roads and Wastewater Treatment Plant ...... 2221 D. Capacity Building and Institutional Strengthening ...... 4241 III DESCRIPTION OF ENVIRONMENT...... 4544 A. Description Of Natural Environment ...... 4544 B. Environment Quality ...... 4746 IV ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES ...... 6665 A. Positive Impacts and Environmental Benefits ...... 6665 B. Impacts Associated with Project Location, Planning, and Design ...... 6665 C. Environmental Management Measures during the Pre-Construction Phase...... 6766 D. Impacts and Mitigation Measures during the Construction Phase ...... 6766 E. Impacts and Mitigation Measures during the Operational Phase ...... 7069 F. Alternative Analysis ...... 7170 V CONSULTATION, PARTICIPATION AND INFORMATION DISCLOSURE ...... 7372 A. Legislative Framework for Public Consultation ...... 7372 B. Information Disclosure ...... 7372 C. Public Consultation ...... 7574 D. Results of Public Consultation ...... 7877 E. Grievance Redress Mechanism ...... 7978 VI ENVIRONMENT MANAGEMENT PLAN ...... 8180 A. Introduction ...... 8180 B. EMP Implementation Responsibilities ...... 8180 C. Role of the Loan Implementation Environmental Consultants ...... 8382 D. Role of External Environmental Expert ...... 8483 E. Summary of Potential Impacts and Mitigation Measures ...... 8483 F. Environmental Monitoring ...... 9695 VII CONCLUSIONS AND RECOMMENDATIONS ...... 109108 A. Environmental Assessment Findings ...... 109108 B. Environmental Health and Safety ...... 109108 C. Resettlement and Economic Displacement ...... 110109 D. Climate Change ...... 110109 E. Risks and Assurances ...... 110109 F. Follow-Up Monitoring and Environmental Management Requirements ...... 111110 G. Conclusion ...... 111110 Appendix 1: Rapid Environment Assessment Form ...... 112111 Appendix 2: Approval of Environment Impact Assessment for Benxi Subproject...... 114113
1 I INTRODUCTION
A. Overview
1 In September 2012, ADB approved the Integrated Development of Key Townships in Central Liaoning (the Project) with a loan of $150 million. The Project Agreement and Loan Agreement were signed in January 2013 and the loan became effective in March 2013. The loan has a 26-year term, including a 5-year grace period. The Project includes 4 components, a) wastewater management improvements; b) Fuxin (Sihe town) district heating network; c) environmentally sustainable urban infrastructure development; and d) capacity development and institutional strengthening.
2 The Shenbei Wastewater Management Improvements and Urban Roads Subproject is part of the Project. The Shenbei Subproject originally included the construction and rehabilitation of roads (and associated facilities) in Qingshuitai and Xinlongtai townships, and the construction of a 10,000 m3 per day wastewater treatment plant (WWTP) in Qingshuitai Township. Two contracts, municipal maintenance equipment (SD-E01) and the civil works contract SD-C05, in the original component, have been kept, and some of the civil works initially to be funded under the Subproject in Xinglongtai and Qingshuitai townships have been completed already with local funds. To utilize the remaining ADB loan originally allocated, the IA requests ADB to use the loan allocation to rehabilitate roads in Xinchengzi town and expand this town’s wastewater treatment capacity by 25,000 m3 per day by expanding the existing WWTP with improvement of the sewage collection system. The total investment of the new Subproject is CNY265 million, including the remaining ADB loans of $26.4775 million (CNY17,184.38 million), and the rest of the investment will use counterpart funds.
3 The Integrated Development of Key Townshiops in Central Liaoning (the Project) was classified as category A and a consolidated environment impact assessment (CEIA) for the Project was completed and uploaded in the ADB website in 2012. According to both domestic requirements of the EIA preparation and the ADB’s environment assessment standards, The Shenbei Urban Road and Wastewater Management Subproject was classified as Category B, as shown in Appendix I. On February 20, 2017, the IEE report of this project was approved, as shown in Appendix II. This IEE Report is consistent with the approved environment report and is also valid as per domestic requirements.
B. Laws, Regulations, Guidelines, and Standards
4 The laws, regulations, guidelines, standards, the PRC’s institutional framework, ADB environment requirements, and international agreements are the same as that specified in the CEIA for Integrated Development of Key Townships in Central Liaoning. The environment requirements of the project shall be compliance with the strict requirements of the laws, regulations, guidelines and standards where conflicts exist among the laws, regulations, guidelines and standards. The following are the applicable laws, regulations, guidelines and standards.
Law of Environmental Protection of the People's Republic of China (2015)
Law of Environmental Impact Assessment of the People's Republic of China (2016)
Law of Prevention and Control of Water Pollution of the People's Republic of China on 2008)
Law of the People’s Republic of China on the Prevention and Control of
2 Atmospheric Pollution (2000)
Law of Noise Pollution of the Environment of the People's Republic of China (1996)
Law of Promoting Clean Production of the People's Republic of China (2003)
Energy Conservation Law of the People's Republic of China (2016)
People's Republic of China Circular Economy Promotion Law (2008)
Guidance on industrial structure adjustment (2011)
Interim Measures on Public Participation in Environmental Impact Assessment (2006)
Notice of the State Council on Printing and Distributing the Action Plan for the Prevention and Control of Water Pollution
Construction Project Environmental Impact Assessment Classification Management List
National List of Hazardous Wastes (2016)
Technical Guidelines for Environmental Impact Evaluation General Principles (HJ/T2.1-2011)
Liaoning Province wastewater treatment plant operation supervision and management regulations
Notice of the Liaoning Provincial Environmental Protection Office on the Implementation of the Interim Measures for the Examination and Administration of Major Pollutant Emission Indicators for the Implementation of the Ministry of Environmental Protection Construction Project (2015)
Shenyang Water Pollution Prevention Regulations (2010)
Notice of Shenyang Municipal People's Government on Printing and Distributing the Implementation Plan of Shenyang Blue Sky Action (2015-2017)
Technical Guidelines for Environmental Impact Evaluation - Air Environment (HJ2.2-2008)
Technical Guidelines for Environmental Impact Evaluation - Surface Water Environment (HJ/T2.3-93)
Technical Guidelines for Environmental Impact Evaluation – Ground Water Environment (HJ610-93)
Technical Guidelines for Environmental Impact Evaluation - Acoustic Environment (HJ/T2.4-2009)
Technical Guidelines for Environmental Impact Evaluation - Non-polluting Ecological Impact (HJ/T19-2011)
Total Pollutant Amount Management Method in Liaoning Province (issued in 2011)
3 Environment Supervision Management Method of Projects in Liaoning (issued in 2016)
Technical Guidelines for Environmental Risk Assessment of Construction Projects (HJ/T 169-2004)
Identification of Major Hazardous Sources of Hazardous Chemicals (GB 18218- 2009)
C. Assessment Areas and Sensitive Receptors
5 The scope of environmental impact assessment of this project during the construction period and operational period is shown in Table I-1.
Table I-1: Affected Area Assessment Area of Influence Item Road and pipe network works: 200 meters(m) area on both sides from road center Air line; Wastewater treatment plant works: A circular area centered on a wastewater plant with a radius of 2.5 km. Road and pipe network works: Buildings on both sides within 200m from the road Noise center line; Wastewater treatment plant works: outside the boundary of the plant for 1 m. Road and pipe networks: There are no rivers but a linear ditch; Wastewater Surface treatment plant works: main discharging outlet: from 500m upstream to 1 km water downstream. Soil stability Construction sites, land areas and spoil disposal sites Ecology Within 300 m from the central line of the road Social Directly affected districts: Shenbei new District Xinchengzi area
6 Shenbei New District Ecological Center Town Development Project includes two components: road and pipe network project and wastewater treatment plant project. There are 40 ambient air and sound sensitive receptors within the area of the road and pipe network, they are located along the residential areas, schools, hospitals, etc. The ambient Air shall be in compliance with “Ambient Air Quality Standard (GB3095-2012), grade II” and the noise shall be in compliance with “Acoustic Quality Standard (GB3096-2008)” with different levels”, as shown in Table I-2. The specific sensitive receptors are shown in Table I-2 and Figures I-1 to I-5.
7 There are four air protection receptors within the environment impact scope of the wastewater treatment plant during the operational period, as shown in table I-3 and I-6.
Table I-2: Sensitive Receptors of Ambient Air and Noise of Road and Pipe Network Project Sensitive Adjace Location/ From Within 200m Affecte Acous Receptors nt Structure/Di road, d HH in tic roads rection Red Buildi Floors HH first qualit Line ng Affecte row y d stand ard GB309 6-2008
4 Tianma Feima west/concret 14 m 17 6 612 102 4a community street e/verticality Jinxiu Jinxing west/concret 17 m 12 6 594 5 2 community street e/verticality Jinzhou south/concret 14 m 12 66 594 126 2 street e/parallel Zhengz north/concret 171 m 6 84 84 hou e/verticality 2 street Xinbei Feima east/concrete 73 7 6 432 228 2 community street /verticality Jinxing west/concret 37 5 6 288 108 2 street e/verticality Zhengz north 20 12 6 672 66 hou /concrete/par 2 road allel Jinzhou south/concret 167 3 6 156 156 2 road e/parallel Shenyang Feima east/concrete 90 - - - - 2 Xinxing street /verticality middle Jinxing west/concret 165 - - - - 2 school street e/verticality Zhengz north/concret 185 - - - - hou e/parallel 2 road Qingzho south/concret 48 - - - - 2 u road e/parallel Xinchengzi Jinxing West/concret 74 - - - - 2 no.2 street e/verticality middle Zhengz North/concret 174 - - - - school hou e/parallel 2 road Qingzho South/concre 50 - - - - 2 u road te/parallel Hongguan Feima East/concret 20 12 6 876 156 2 g street e/verticality community Jinxing West/concret 12 11 6 744 48 2 street e/verticality Zhongy South/concre 75 5 6 288 60 ang te/parallel 4a/2 road Kuncheng Feima East/concret 21 5 6 612 32 2 community street e/verticality Zhongy South/concre 61 1 6 492 ang te/parallel 2 road Shenyang Jinxing East/concret 173 2 no.164 street e/parallel middle Yinhe West/concret 17 2 school street e/parallel Zhengz South/concre 109 hou te/verticality 2 road Qingzho North/concret 39 2 u street e/verticality Zhongy North/concret 180 ang e/ verticality 2 street Shenyang Yinhe West/concret 16 2
5 no.153 street e/parallel middle Qingzho South/concre 14 2 school u street te/parallel Zhongy North/concret 24 ang e/parallel 2 street Nonglin Jinxing East/concret 95 4 6 288 48 2 community steet e/verticality Tiane West/concret 5 4 6 288 24 2 street e/verticality Shuijing Tiane West/concret 5 4 12, 6 144 6 2 community street e/verticality Anyu Tiane West/concret 174 4 6 252 6 2 community street e/verticality Xinchengzi Tiane East/concret 11 - - - - 2 no.2 street e/verticality middle Yinhe West/concret 48 - - - - 2 school street e/verticality Yijing Tiane East/concret 136 14 6, 4 480 - 2 community street e/verticality Yinhe West/concret 14 14 6, 4 480 42 4/2 street e/verticality Fuzhou North/concret 23 10 6, 4 352 96 4a/2 raod e/verticality Junding Tiane East/concret 11 4 6 144 72 2 community street e/verticality Yinhe East/concret 147 2 6 72 - 2 street e/verticality Fuzhou North/concret 22 4 6 144 72 4a/2 road e/parallel Fuxing Fuzhou South/concre 22 32 7 1218 266 4a/2 community raod te/parallel Yinhe East/concret 94 23 7 763 - 2 street e/verticality Changz North/concret 178 2 7 98 - hou e/parallel 2 raod Meilun Yinhe East/concret 16 13 11, 6 598 108 4a/2 community street e/verticality Qingzho North/concret 180 3 11, 6 80 - 2 u street e/parallel Fuchen Yinhe East/concret 25 8 17、8 626 92 4a/2 community street e/verticality Taiyang East/concret 157 5 17、8 394 - 2 street e/verticality Zhongy South/concre ang te/parallel 188 1 17、8 80 - 2 raod Funing Yinhe East/concret 19 20 6 924 48 4a/2 community street e/verticality Taiyang West/concret 14 23 6 1068 66 2 street e/verticality Zhongy North/concret ang e/parallel 70 14 6 720 - 2 road Yangguang Yinhe East/concret 20 19 6 736 114 4a/2 community street e/verticality Taiyang West/concret 11 26 6 1055 156 2 street e/verticality
6 Changz North/concret hou e/parallel 118 10 6 480 - 2 raod Yunfeng Taiyang East/concret 150 4 6 192 - 2 community street e/verticality Beidou West/concret 12 25 6 1500 84 2 street e/verticality Zhongy South/concre ang te/parallel 20 9 6 612 108 4a/2 road Xinchegnzi Taiyang East/concret 71 - - - - 2 street no.1 street e/verticality middle Beidou West/concret school(nort street e/verticality 127 - - - - 2 h section) Shenyang Taiyang East/concret 12 - - - - 2 electricity street e/verticality university Beidou West/concret 121 - - - - 2 street e/verticality Xinchegnzi Taiyang East/concret 155 - - - - 2 street no.1 street e/verticality middle Beidou West/concret 33 - - - - 2 school(sout street e/verticality h section) Fuzhou South/concre 47 - - - - 2 road te/verticality Shenyang Taiyang East/concret 19 - - - - 2 no.83 street e/verticality middle Beidou West/concret 24 - - - - 2 school street e/verticality Changz North/concret hou e/parallel 79 - - - - 2 road Jinxing Yinhe West/concret 84 6 6 432 - 4a/2 community street e/verticality Jinxing East/concret 11 8 6 720 24 2 street e/verticality Zhengz Middle/concr hou ete/parallel 12 13 6 1124 328 2 street Xinxing Yinhe East/concret 12 12 6 864 42 4a/2 community street e/verticality Qingzho Middle/concr 5 12 6 864 144 2 u street ete/parallel Zhanqian Zhongy North/concret community ang e/parallel 10 15 6、7 1214 432 4a/2 road Qingzho South/concre 14 15 6、7 1214 344 2 u road te/parallel Feima East/concret 10 10 6、7 628 142 2 road e/parallel Jinxing West/concret 8 9 6、7 544 132 2 street e/parallel Longjiang Zhongy Center/concr community ang ete, 155 4 6 156 - 4a/2 road brick/verticali ty Dijing Beidou East/concret 28 29 6、10 1172 72 2 community street e/verticality Changz North/concret 75 13 6、10 528 152 2
7 hou e/parallel road Shenbei Jinxing East/concret 40 - - - - 2 new district road e/verticality center Zhengz South/concre hospital hou te/parallel 135 - - - - 2 road Yinhe North/concret 32 - - - - 2 street e/parallel Zhongxi North/concret 76 - - - - 2 n road e/parallel Liaomeijixi Haiwan middle/concr u g street ete, 5 6 5 872 56 2 community brick/verticali ty Beishang Jinxingji middle/concr 27 69 6 520 168 2 community e south ete/verticality Jiekun Yinhe Middle/concr 13 19 6 1368 78 2 apartment street ete/verticality Taiyang Middle/concr 17 24 6 1728 84 2 street ete/verticality Beidou West/concret 12 6 6 432 12 2 street e/verticality Fuzhou Middle/concr 20 38 6 2736 1080 4a/2 road ete/parallel Zhegnzhou Zhengz Middle/concr street hou ete/parallel 4 10 3、6 576 432 2 community raod Feima East/concret 48 5 3、6 360 - 2 street e/verticality Jinxing Est/concrete/ 3 6 3、6 216 12 2 street verticality Feima Zhengh South/concre street east zou te/parallel 4 4 6 288 72 2 residence road Feima East/concret 5 4 6 288 24 2 street e/verticality Qingzho North/concret 75 3 6 216 - 2 u road e/parallel Xinxing Qingzho South/concre 12 8 6、7 428 144 2 community u road te/parallel Zhongy South/concre ang te/parallel 12 8 6、7 428 216 4a/2 road Jinxing East/concret 8 3 6、7 288 54 2 raod e/verticality Yinhe West/concret 141 6 6、7 144 - 2 road e/verticality Hongxiangf Zhongy South/concre u ang te/parallel 112 2 6 126 - 2 residence road Taiyang East/concret 2 3 6 198 18 2 road e/verticality Beidou West/concret 177 2 6 144 - 2 street e/verticality Wenhua Zhongy South/concre community ang te/parallel 101 6 4、5、6 324 - 2 road Yinhe East/concret 9 7 4、5、6 372 14 4a/2
8 road e/verticality Taiyang West/concret 11 7 4、5、6 348 24 2 Road e/verticality Guizhu Tiane East/concret 6 11 6 792 30 2 street road e/verticality no.23 Yinhe West/concret 71 6 6 432 - 2 residence road e/verticality
Table I-3: Protection Objectives of Wastewater Treatment Plant Category Protection Objectives Direction From the Category No. Location boundary of the plant Ambient air A Xinchengbao Village South- 400 GB 3095—2012, quality east category II B Xinchengzi city South 1650 C Housanjia Village East 1950 D Qianjin farm North- 1500 east Surface Chang river east Outfall GB 3838—2002 water Category V Underground Underground water in construction area GB 14848—93 water category III
9
Figure I-1: Locations of Sensitive Receptors of Road Network
10
Figure I-2: Locations of Sensitive Receptors of Road Network (Haiwang Street)
11
Figure I-3: Locations of Sensitive Receptors of Drainage Network
Figure I-4: Locations of Sensitive Receptors of Water Supply Network
12
Figure I-5: Locations of Sensitive Receptors of Drainage Network
13
Figure I-6: Locations of Sensitive Receptors of Wastewater Treatment Plant
D. Assessment Period
8 The duration of impacts assessed in this IEE covers the construction and operational periods. The construction period will be from March 2017 to November 2017.
E. Evaluation Standards
Ambient air quality standards: the standards of SO2, NO2, PM10, PM2.5 and TSP are compliance with "Ambient Air Quality Standard" (GB 3095-2012) Grade II, NH3, H2S
14 are compliance with "industrial enterprise design health standards" (TJ 36-79). The odor concentration of air pollutants are compliance with the "urban wastewater treatment plant emission standards" (GB 18918-2002) Grade II. The specific evaluation values are presented in Table I-4.
Table I-4: Ambient Air Quality Standard Pollutant Average Standard mg/m3 Code IFC-EHS standard SO2 Unit hour 0.50 GB average 3095— Daily average 0.15 2012 0.125-0.05 (0.02 guideline) Annual average 0.06 Grade II NO2 Unit hour 0.20 0.20 guideline average Daily average 0.08 Year average 0.04 0.04 guideline PM10 Daily average 0.15 0.075-0.15 (0.05 guideline) Year average 0.07 0.07-0.03 (0.02 guideline) PM2.5 Daily average 0.075 Year average 0.035 TSP Daily average 0.30 Year average 0.20 NH3 One time value 0.20 TJ 36— H2S One time value 0.01 79 The maximum allowable concentra tion of harmful substance s in the atmosphe re Odor One time value 10 GB N/A concentra 18918— tion 2002 Grade II
Acoustic environmental standard: according to "Notice of Noise Issues of EIAs on Highways, Railways (including light rail) and other construction projects " (2003), the acoustic environment standards in the areas, which are not divided into the acoustic environment function areas within this project scope, refer to the regulations specified in the “Acoustic Environmental standard” (GB 3096-2008) and "Acoustic environmental functional area division technical specifications" (GB/T 15190-2014). The acoustic environment standards in the areas on both sides of the truck line are compliance with the “Acoustic Environmental standard” (GB 3096—2008) category IV A, other areas are compliance with category II, and specific standards are shown in Table I-5.
Acoustic environmental standard of Wastewater Treatment Plant Project Phase II are in compliance with the "Acoustic Environmental Quality Standard" (GB 3096-2008) Category II (Daytime 60 dB (A), night 50 dB (A)), and acoustic environmental standard of the area within 25 meters outside the Red Line on the west of State Road 203 are in compliance with the "Acoustic Environmental Quality Standard" (GB 3096-2008) category IV A: Daytime 70 dB (A), night 55 dB (A), as shown in Table I-5.
Table I-5: Ambient Noise Quality Standard Category PRC Remarks IFC-EHS
15 Standard/dB(A) Day Night Day Night II 60 50 55 45 On the two sides of the trunk road (the area within 35m on both sides of the adjacent category II area, while the street building is higher than the three floor building (including IV A 70 55 70 70 three floor building), the area of the street buildings facing to the traffic trunk roads to the boundary of the trunk road shall be classified as category IV A class)
Surface water environmental quality standards: the water quality discharged from the Chang River of the wastewater treatment plant shall be in compliance with the "surface water environmental quality standards" (GB 3838-2002) in the V class standards, as shown in Table I-6.
Table I-6: Surface Water Quality Standard No. Description GB 3838-3002 Category V Standard Limit (mg/L) 1 PH 6~9 2 DO ≥2 3 permanganate index ≤15 4 COD ≤40 5 BOD5 ≤10 6 NH3-N ≤2.0 7 P ≤0.4 8 Petrol ≤1.0 9 SS ≤100 10 Fecal coliform (a/L) ≤40000
Groundwater environmental quality standards: the groundwater environment standards of the project shall be compliance with the “groundwater quality standards" (GB 14848-93) category III, as shown in Table I-7.
Table I-7: Groundwater Quality Standard No Description Grade III Standard Limit (mg/L) 1 PH 6.5~8.5 2 CaCO3 ≤450 3 sulfate ≤250 4 Chloride ≤250 5 permanganate index ≤3.0 6 Nitrate ≤20 7 Nitrite ≤0.02 8 Ammonia nitrogen ≤0.2
Soil environmental quality standards: the soil environmental quality standard of the project shall be compliance with the "soil environmental quality standards" (GB 15618-1995) category II, as shown in table I-8.
Table I-8: Soil Ambient Quality Standard No Description Grade Limit PH <6.5 6.5~7.5 >7.5 1 Cd ≤ 0.30 0.30 0.60
16 2 Hg ≤ 0.30 0.50 1.0 3 As ≤ 40 30 25 4 Cu ≤ 50 100 100 5 Pb ≤ 250 300 350 6 Cr ≤ 150 200 250 7 Zn ≤ 200 250 300 8 Ni ≤ 40 50 60
Wastewater Discharge Standard: the domestic wastewater discharge during the construction period shall be compliance with the "Liaoning Province Integrated Wastewater Discharge Standard" (DB 21/1627-2008), as shown in Table I-9. The discharging standards of the wastewater treatment plant during the operational period shall be compliance with the: "urban wastewater treatment plant pollutant discharge standards" (GB 18918-2002) category A, as shown in Table I-10.
Table I-9: Integrated Wastewater Discharge Standard Description pH Cods BOD5 NH3-N pert SS Standard value 6~9 ≤50 ≤10 ≤8 ≤3.0 ≤20 discharged into the 10 wastewater treatment plant
Table I-10: Maximum Permits of Discharging Concentrations from Urban Wastewater Treatment Plant (daily average) No Description Grade A mg/L 1 COD 50 2 BOD5 10 3 SS 10 4 Animal oil and vegetable oil 1 5 pert 1 6 Anionic Surfactant 0.5 7 TN 15 8 Ammonia nitrogen 5 8 9 phosphorus 0.5 10 Chrome 30 11 pH 6~9 12 Fecal coli form 1000/L Note: values outside the brackets are the controlled indicators when the water temperature is more than 12oC; and values inside the brackets are the controlled indicators when the water temperature is less than 12oC.
Noise emission standards: The noise of the construction site during the construction period shall be compliance with the "Construction Site environmental noise emission standards" (GB 12523-2011), daytime ≤70 dB (A), night ≤55 dB (A). The noise of the construction site during the operational period shall be compliance with the “Standard for Environmental Noise Discharge of Industrial Enterprises” (GB 12348-2008) category II, Daytime 60 dB (A), night 50 dB (A), The noise of the west boundary of the plant shall be compliance with category IV: Daytime 70 dB (A), night 55 dB (A).
Emission standards: The concentrations of TSP and NOx shall be compliance with the "Integrated Emission Standard for Air Pollutants" (GB 16297-1996): TSP≤1.0 mg/m3; NOx ≤0.12 mg/m3. Emission standards for atmospheric environmental pollutants of wastewater treatment plants during the operational period shall be compliance with the "Pollutant Discharge Standard for Urban Wastewater Treatment Plant" (GB 18918-2002) category II, as shown in Table I-11.
Table I-11: Maximum Permits of Emissions of Boundary of Wastewater Treatment Plant
17 No. Description Emission Limit 1 Nh-3 mg/m3 1.5 2 H2S mg/m3 0.06 3 Odor concentration 20
Solid Waste Disposal Standard: the sludge from wastewater treatment plant shall be compliance with the "Pollutant Discharge Standard for Urban Wastewater Treatment Plant" (GB 18918-2002); Other solid waste disposal shall be compliance with "Pollution Control Standards of General Industrial Solid Waste Storage, Disposal Site" (GB 18599-2001).
18 环境影响评价
II DESCRIPTION OF PROJECT
A. Necessity of Project Construction
9 In recent years, as the economic and social development of Shenbei new district and the rapid progress of the new-type urbanization, the regional development plans have been greatly adjusted. The newly-built towns of Qingshui and Xinglong are keys of development plan. Presently, the trunk roads and branches of Shenbei new district and all the roads in Xinglong newly-built town have been completed. Xinchengzi area is an important residential area to transfer farmers from northern area to Xinchengzi, as a result, roads and waste water treatment facilities in Xinchengzi are urgently needed to be improved.
10 With the development of the economy of Shenbei new district, the amount of waste water generated by urban residents and industrial enterprises in Xinchengzi area is increasing. The new planning of food industry park make the load of the waste water treatment plant phase I in Xinchengzi rapidly increase. By the end of 2014, it had been a full load running which is still on the rise. The phase II is urgently needed to construct phase II of wastewater treatment plant in order to meet the increasing demand of wastewater treatment in the Shenbei new district. At the same time, the drainage system in Xinchengzi is mainly combined stormwater and wastewater system. The wastewater pipeline with a diameter of 1200 mm has been completed connected to the Xinchengzi wastewater treatment plant. However, it does not cross the railway and does not enter into the city, and it only connects to the old wastewater interception, thus it has not been fully used. The scope of this project is to rebuild the old road and to construct supporting wastewater network and wastewater treatment plant. Upon completion of it, the local production conditions and living standards will be greatly improved.
11 The location of the project is shown in Figure II-1.
B. Master plan of the City
12 According to the “Master Plan of Modern Sub-city in Shenbei New District”, Shenbei new district covers an area of 819 km2 and has 13 streets. The total population of Shenbei is approximately 420,000. The urban construction land is 90km2, the urban population is 285,000, and the urbanization level is 68% in 2012. The urban construction area will be 150km2 and the urban population will be 1.2 million by 2020. The urban construction area will be 230km2 and the urban population will be 1.6 million by 2030.
13 The project is located in Xinchengzi of Shenbei new district. The plan of roads and pipeline networks in the Shenbei new district has been developed in “Master Planning of Modern Sub-city in Shenbei New District”. The scope of the project is the planned roads and pipeline networks. The purpose of this project is to rebuild the roads and to improve water supply, stormwater and lighting systems. It’s an important basic condition for the development of the town. Therefore, the construction of project shall be in compliance with the “Master Planning of Modern Sub-city in Shenbei New District”. The planned roads, stormwater network and water supply pipeline are shown in Figure II-2 to Figure II-4.
19 环境影响评价
Figure II-1: Construction Site of Shenbei New District Ecological Center Town Development Project
20 环境影响评价
Figure II-2: Master Plan of Shenbei New District, Modern Sub-City (road)
Figure II-3: Overall Development Planning Map of Shenbei New District Modern Sub-city (stormwater networks)
21 环境影响评价
Figure II-4: Overall Development Planning Map of Shenbei New District Modern Sub-city (water supply networks)
C. Scope of Urban Roads and Wastewater Treatment Plant
1 The Shenbei Ecology Center town development project includes two projects: (a) urban roads and pipeline networks, and wastewater; and (b) wastewater treatment plant. 1. Scope of Urban Roads and Pipeline Networks
14 The scope of urban roads and pipeline networks includes a) upgrading of 14 roads with a length of 16.23 km; b) construction of new water supply pipelines with a length of 4.5 km, sewage pipelines with a length of 4.5 km, and stormwater pipelines with a length of 7.9 km; c) streetlights; and d) road maintenance equipment and municipal and sanitary equipment. The details of the roads and pipeline networks are shown in Table II-1 and Figure II-5 to Figure II-8.
Table II-1: Details of Road and Pipeline Networks Project Name Size Amount Material Note Main components Bituminous Zhongyang road 31m Motorway 1506m renovate pavement Bituminous 8m or 5m Motorway 392+429m renovate Tian’e street pavement Road south of Jinxing Bituminous 6m Motorway 1228m renovate street pavement Bituminous Yinhe street 22m Motorway 1663m renovate pavement Jinzhou road 8m Motorway 558m Bituminous renovate
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Project Name Size Amount Material Note pavement Bituminous Jinxing street 12m Motorway 903m renovate pavement Bituminous Qingzhou street 9m or 8m Motorway 788+163m renovate pavement Bituminous Beidou street 12m Motorway 1420m renovate pavement Bituminous Fuzhou road 15m Motorway 1473 m renovate pavement Bituminous Zhengzhou street 8m Motorway 667 m renovate pavement Pavement Guizhou street 1720m - renovate reconstruction Bituminous Feima street 12m Motorway 1085m renovate pavement Bituminous Taiyang street 7m or 10m Motorway 822+598 m renovate pavement Bituminous Haiwang street 5m or 4mMotorway 393+558 m renovate pavement Total 16366m Shallal bridge in Reinforced Bridge south of Jinxing 3×8m 29m concrete hollow rebuild street slab Total 29m South of Water Water supply main Steel tube/Ductile DN600 4300m Jinxing supply pipeline iron tube street Total 4300m II Reinforced Jinxing Rain water pipeline D600 150m concrete tube street II Reinforced Jinxing Rain water pipeline D800 84m Storm concrete tube street water II Reinforced Jinxing Rain water pipeline D1500 165m concrete tube street II Reinforced Jinxing Rain water pipeline D1800 350m concrete tube street Total 749m Affiliated components South of 6m one-arm steel 30W 62 LED lamp Jinxing street lamp street South of box transformer for 1×50KVA 1 Jinxing the street lights street
South of Street lamp cable VV-1KV-5×16 1480m Jinxing street Road South of project Plastic tube φ50 1480m Jinxing street
South of lifting pipe for the BV-500V-3×2.5 620m Jinxing street lights street
6m one-arm solar- Haiwang 30W 60 LED solar lights power street lamp street Solar-power Haiwang 12/24V,10A 1PCS 60 controller street
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Project Name Size Amount Material Note Haiwang Storage battery 12V,150AH 1PCS 60 street Solar-power Haiwang 12V 150W 1PCS 60 battery street Motor vehicle Rebuilding 96 signal road Rebuilding Crosswalk signal 192 road Rebuilding Road border stone 38624m road South of exhaust\intake 4 Jinxing valve well street South of drain well 4 Jinxing Water street supply South of project Valve well 4 Jinxing street South of Fire hydrant well 43 Jinxing street Rebuilding Storm Stormwater well 344 road water Rebuilding project Stormwater grate 688 road
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Figure II-5: Roads Reconstruction and Bridge Pavement Upgrading
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Figure II-6: Water Supply Network
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Figure II-7: Stormwater Network
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Figure II-8: Wasterwater Networks
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a) Road Reconstruction
15 Longitudinal road: because the project is a renovation of an old town, elevation of longitudinal road shall be consistent with the present road situation. Meanwhile it shall match with the elevation of existing building and intersection. The terrain and road drainage in the region also are factors to be comprehensively considered. Longitudinal design parameters are presented in Table II-2.
Table II-2: Design Parameters of Road Construction Project Type of road Truck road Secondary road Branch Design speed 50km/h 40km/h 30km/h Limited maximum slope (%) 6 6 6 Limited maximum lope length (m) 350 Minimum length of the vertical curve 40 35 25 (m) The radius of the Convex 900 400 250 vertical curve (m) Concave 700 450 250 Minimum length of the longitudinal 130 110 85 slope (m)
16 Road Cross Section: The reconstruction of roads is based on the current road conditions. Fuzhou road uses three pieces of boards, and other roads use one piece of board. The renovated pavements are laid to the two sides of the buildings. The road cross section is shown in Figure II-9.
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Figure II-9: Road Cross Section
17 Subgrade: The land water content of project area is high. As a result, the soft soil solution has been selected such as replacement, drying, additive improved etc. The soil foundation below the road trench at 0.8m shall be compacted and uniformity to meet the compactness required by the design.
18 Road structure plan: Modified asphalt pavement shall be adopted in the project. It makes the road more flatness and comfortable. It also increases the permeability of the road to prevent initial damage.
19 Lighting: The scope of it includes the lighting used for the Jinxing Street and Haiwang street. The lighting is powered by solar and municipal electricity. The solar lamps in Haiwang Street use solar panels to absorb solar energy and store it in special solar battery. The capacity of the solar panels is 150w, the special battery is 150ah, and solar controllers are 12\24v, 10A. The box transformer station with safe and durability in Jinxing South Section.
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b) Pavement Upgrading of the Bridge
20 The pavement of the bridge will be upgraded, includes pavement resurfacing only, and the handrails will be replaced.
c) Water supply:
21 The scope of water supply includes main pipes on the south of Yinhe Street. Its diameter is DN600mm and length is 3950m.
22 Existing water resource: There are two water facilities in Xinchengzi. The Shenyang water company NO.7 factory is located at the south of Xinchengzi. It was built in August 1991. Its production capacity is 52,000t/d. Its water resource comes from Huangjia water and it mainly supplies water to the City of Shenyang. The water resource in Xinchengzi district is supplied by a reservoir with a capacity of 6800m3. The reservoir belongs to the Xinchengzi water company. The water source of the Xinchegnzi water company comes from Xinchengzi Housan water source, located along the side of the Yangchang river of Xinchengzi district. It was built in 1992. The groundwater resource is at level of the medium water-rich region. It has 10 water wells, and the water supply capacity for each well is 80~100t/h. Its current water capacity is 20,000 t/d for Xinchengzi. The water supply plant is operated in compliance with the applicable regulations, permit systems and standards. Moreover, a new water supply plant with a capacity of 230,000 t/d is under construction, using domestic funds, and will supply water for the Shenbei new area.
23 Pipeline networks in the north of Changzhou road are relatively complete. There is a main pipe with DN600mm diameter in Yinhe Street, but only to the north side of Yinhe square. There is no water supply pipeline on Changzhou Road.
24 Water demand situation: The water supply pipelines under the project are only used both for the south section of Yinhe Street and the south of Changzhou road. Thus, the water demand forecast for the project is the long-term water demands of the south of Changzhou Road. Urban comprehensive Water usage indicators is 3,000~6,000 (km2, day) based on “Urban Water Supply Project Planning Standards”. The urban comprehensive Water usage indicator of 4,000 (km, day) has been applied. The land of the project covers an area of 4.5km2, and unpredicted water amount applies 10% of the total water amount. Therefore, the total water demand amount of the area is about 19,800m3/d.
25 Water supply pipe materials and pipe network layout: As an important water supply facility to Xinchengzi food industrial park, the water supply pipelines provide the main water source for it. The water pipelines shall be installed along the south side of the Yinhe road under the pavement. The water supply pipes are the pressure type. The amount of water supply is 20,000 m3/d. In good geological conditions, the soil foundation with 120 degree shall be constructed for water supply pipes; while the foundations with sand layer of 200 mm shall be applied in poor geological conditions. The connections of pipes are with sealed rubber rings. When the pipes cross the river, the section-by-section excavation manners shall be applied. The pipes with a diameter of 1200mm II grade reinforce concrete shall be applied as sleeves over the bottom of the river. The concrete strip foundation shall be applied for sleeves. The spiral welded steel pipes shall be applied for the internal water supply pipes.
26 Affiliated works: considering of the safety of water supply, inlet valves and exhaust valves shall be installed on the top and both sides of the inverted rainbow pipes. They shall remove the air inside the tube promptly to avoid air resistance. When there is a venting pipe or water-hammer, they shall prevent negative pressure within pipe and ensure the operation of the water supply pipes by letting the air in.
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27 According to the local topographic conditions, exhaust (inlet) valves shall be installed on the top of the water pipelines. The distance between two exhausts valves shall not be less than 1km. The main function of the exhaust valve is to promptly remove the air in the pipelines to avoid air resistance or to let air in. The sizes of exhaust valves shall be DN200 and 1.6MPa pressure. The brick structures shall be applied for the exhaust valve wells.
28 The drainage pipelines and valves shall be installed in the low part of the drainage pipelines to drain the water during maintenance. The sizes of drainage pipes are DN250 with 1.6 MPa pressure. The valve wells and drainage wells shall be made of bricks. The drain water shall be eventually discharged into the nearby stormwater pipeline.
29 Valves shall be installed in every 1km along the pipe and in front of the connecting pipe to partition the water flow when the facilitate pipelines need maintenance and repairing. The vertical butterfly valves shall be installed in the valve wells made of bricks.
d) Stormwater System
30 The stormwater system includes two parts, (a) improvement of stormwater inlets and stormwater pipelines in Jinxing Street, Yinhe street, Taiyang street, Beidou street, Jinzhou road, Zhengzhou road, Qingzhou road and Fuzhou road, and (b) The newly-built stormwater pipelines in Jinxing street south section.
31 Stormwater inlet improvement: as the existing stormwater inlets and stormwater pipelines are affected by the road reconstruction project, so some of them need to be replaced, and the connection between the stormwater pipe and the inspection wells also need to be fixed. The stormwater inlet renovation project shall be combined with the road reconstruction project. The parts below the ground and above 1.2m of the existing inspection wells need to be replaced with a prefabricated reinforced concrete inspection wells. The parts below the 1.2 meters will keep using the existing inspection wells, and they will be replaced upon the actual needs if they don’t work. The improvement of stormwater inlets is shown in Table II-3.
Table II-3: List of major works of stormwater inlets reconstruction NO Road Wells Diameter Length of The material of The number of of the improvements improved improved rain improved connection pipe sinks stormwate r pipe 1 Feima 30 d300 L=1200m II Reinforced Single grate street concrete pipe stormwater inlets 60 2 Tiane street 23 d400 L=580m II Reinforced Single grate concrete pipe stormwater inlets 46 3 Jinxing 25 d300 L=300m II Reinforced Single grate street concrete pipe stormwater inlets 50 4 Yinhe 45 d400 L=990m II Reinforced Double grates street concrete pipe stormwater inlets 60 5 Taiyang 40 d300 L=600m II Reinforced Single grate street concrete pipe stormwater inlets 80 6 Beidou 40 d300 L=560m II Reinforced Single grate street concrete pipe stormwater inlets 80
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7 Jinzhou 15 d300 L=180m II Reinforced Single grate road concrete pipe stormwater inlets 30 8 Zhengzhou 20 d400 L=560m II Reinforced Double grates road concrete pipe stormwater inlets 40 9 Qingzhou 26 d400 L=780m II Reinforced Double grates road concrete pipe stormwater inlets 42 10 Zhongyang 40 d400 L=1400m II Reinforced Double grates road concrete pipe stormwater inlets 80 11 Fuzhou 40 d400 L=1500m II Reinforced Double grates road concrete pipe stormwater inlets 80
32 New stormwater pipelines in Jinxing Street: Stormwater pipelines in Jinxing street are responsible for collecting stormwater from the pavements and both sides of the roads. Trash racks in the inlets will be installed to catch garbage and objects and prevent them entering waterbodies; and water velocity dampening structures at outlets to water bodies, which lack reinforced or shallalized banks and beds, shall be constructed to prevent scouring and erosion. Stormwater pipelines are divided into two parts by the existing trench. the sizes of trench in the north are D600 ~ D800mm, while D1500 ~ D1800mm in the south. The details are shown in Table II-4.
Table II-4: List of New Stormwater Pipeline No Content Diameter number unit material 1 Stormwater D600 150 m II Reinforced concrete pipeline pipe 2 Stormwater D800 84 m II Reinforced concrete pipeline pipe 3 Stormwater D1500 165 m II Reinforced concrete pipeline pipe 4 Stormwater D1800 350 m II Reinforced concrete pipeline pipe 5 Stormwater D800 1 Reinforced concrete inlets stormwater inlets 6 Stormwater D1800 1 Reinforced concrete inlets stormwater inlets
2. Wastewater Treatment System
a) Engineering component
33 Currently, there are no sewage pipelines on the roads except for Yinhe Street. There are two stormwater-sewage combined pipelines under Yinhe Street. The separate stormwater and sewage pipelines will be installed on Jinxing Street, Yinhe Street and Zhongyang Road. The wastewater pipelines include a) a pipeline with a length of 2,100m and a diameter of 1000mm on Yinhe street, Zhongyang road and Jinxing street; and b) the new-built connection pipeline from Jinxing Street to the existing main sewage pipeline is 1200m long, with a diameter of 1200mm.
34 The Shenbei New District Xinchengzi Wastewater Treatment Plant is located in the new village of Xinchengzi District, Shenbei New District. The capacity of the existing phase I of the plant is 25,000 t/d, total design capacity is 50,000 t/d, and the catchment area is 9.3 km2. It was responsible for the processing of production wastewater and domestic
36 环境影响评价 wastewater in Xinchengzi area of Shenbei New District. The effluent was discharged into the Chang River, which exceeds Standards for Surface Water Quality (GB 3838-2002) – Grade A. The effluent quality shall be in compliance with the requirements of "urban wastewater treatment plant pollutant discharge standards" (GB 18918-2002) category A. The phase I of the plant covers an area of 18,834 m2. The wastewater treatment process of A2/O biological nitrogen and phosphorus removal process has been applied. The wastewater treatment phase I is normally being operated. The plant is operated in compliance with the applicable regulations permit systems and relevant standards. The plant was completed by the Shenyang Zhenxing Environmental Protection Engineering Co, Ltd, with the BOT mode. The construction of it started in 2008 and started operation in July 2009.Since the operation of the project, it has play a good role on the improvement of regional surface water environment, the protection of drinking water safety, the achievements of full completion of pollution reduction targets, the insurance of sustained and stable development of regional economy.
35 The Xinchengzi WWTP is a important enterprise monitored by the Liaoning provincial government. The parameter of COD is automatically monitored and managed by Shandong Longfa Environment Co., Ltd; while the parameters of COD, Ammonia, BOD, total phosphorus, SS and total nitrogen are manually monitored and managed by the Xinchengzi WWTP test department. A pump station and a regulation pool have been built with a volume of 2,500 m3 at the total outfall of the industrial area. The wastewater from the industrial area is discharged to a underground wastewater treatment plant located in the industrial area, then discharged to the regulation pool, discharged by a separate pipeline (1.5 km) to the well near to the Xinchengzi WWTP, mixed with the domestic wastewater, and finally to the WWTP. In addition, an accident tank is proposed to be constructed to protect the normal operation of the WWTP.
36 The proposed wastewater treatment plant phase II is located on an open area of the north of the phase I, at the east of state-road 203. It covers an area of 1.20 ha. The capacity of wastewater treatment plant phase II is 25,000 t/d, and A2/O process is proposed to be applied. The screen room, grid tank and other structures used for the pretreatment process shall be shared together with that for the phase I. Upon the completion of it, the wastewater from all the area in the east of the railway in Xinchengzi and the area in the west of the railway will be treated by the plant following the same process and standards of phase I.
37 The south of the wastewater treatment plant is adjacent to the Xinchengzi wastewater treatment plant phase I, and there are no buildings and vegetable greenhouses on site. The land has been classified as urban planning land, and be acquired by the district government. There are no demolition problems.
38 The capacity of Shenbei District Xinchengzi Wastewater Treatment Works Phase I is 25,000 t/d. The capacity of phase II is 25,000 t/d, and the total capacity is 50,000 t/d. The wastewater treatment plant includes pretreatment, newly-built A2/O biochemical tank, blower room and further processing system. Pretreatment building, blower room, dosing and sludge dewatering have been completed with a capacity of 50,000 t/d in phase I. The equipment with a capacity of 25,000 t/d shall be installed. In addition, there are no needs to build administrative offices and living apartments. This shall save construction costs and speed up the construction progress. The components of the wastewater treatment plant are shown in Table II-5.
Table II-5: Water waste treatment plant works list Project Component Construction Note Category Content Main project Pretreatment Coarse screen New installation of 25,000 t/d Civil works
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room, equipment. on phase wastewater one pump station, fine screen and Swirling grit room. A new A2/O integrated tank shall be Improved A2/O built in phase II, and the diving Biochemical biochemical mixer, aerator, mixture reflux pump New tank tank. and other equipment shall be installed. Secondary sedimentation tank shall Secondary Secondary be built. Scraping mud machine, Sedimentation New built settling tank mud pump and other equipment tank shall be installed. Two high density sedimentation tank shall be built which consist of High density mixing tank, the reaction tank and sedimentation the sedimentation tank. The New built tank stirrer, flocculation stirrer, scraper, Treatment inclined pipe packing and other system equipment shall be installed. The fiber turntable is shall be Filter installed in the concrete filter, and sterilization the UV disinfection equipment shall New built room be installed in the disinfection channel. Three blowers shall be installed in Civil works the blower room, they shall supply Blow system Blower room on phase air to the A2/O biochemical system one for 25,000 t/d. Auxiliary Coagulation equipment, coagulation project Dosing room equipment, dosing equipment, and Civil works Sludge and sludge a centrifuge dehydration machine on phase treatment dewatering shall be installed in dosing room one room and sludge dewatering room. On Water supply Municipal water. municipal works Self- Drain Wastewater treatment plant. processing On Heating Electric heating equipment. municipal Public project works On Electricity supplied by Electricity Supply electricity municipal Bureau. works The sludge shall be delivered to On Sludge Shenyang wastewater treatment municipal plant. works Exhaust gas Three sets of deodorizing devices. New built Environmental Vibration reduction noise reduction project Noise New built devices. Green area of 3011.4 m2, greening Green Project Green area New built coefficient of 26.5%.
b) Main Buildings and Equipment of Wastewater Treatment Plant Phase II
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39 Coarse screen and wastewater boosting pump station: the civil works of coarse screen and boosting pump stations phase I had been designed for a capacity of 50,000 t/d, and equipment shall be installed in stages. The coarse screen shall be installed at the inlets in front of the trench of the wastewater boosting pump station. It shall protect the wastewater boosting pump by intercepting the large suspended or floating solid pollutants. Two coarse screen equipments shall be newly added and operated together. Two slag crushers and one transport machine shall be newly added. The slag is manually transported to the sludge dewatering room, and the sludge shall be carried out after the dewatering. Pumping station is underground, and two types of submersible wastewater pumps shall be installed for adapting the changes in amount of wastewater.
40 Fine screen and swirl grit tank: the civil works of phase I has been designed for a capacity of 50,000 t/d, and equipment shall be installed in stages. There are two screens in the fine screen room. The reinforced concrete structures shall be used for fine screen wells. They shall be constructed together with the grit tank. The fine screen protects the equipment and pipe system by removing suspended particles and solids. Two rotary mechanical screen dust removers shall be newly added. Gate valves shall be installed in the two sides of the fine screens to cut off the water flow if the screens need to be repaired. Sedimentation tank utilizes hydro cyclone to remove inorganic particles with middle-sized particles in the wastewater. There are two sedimentation tanks to be installed. One is for use, and the other is for standby. They will be used at the same time in the long run.
41 Biochemical tank (inverted A2/O bioreactor): a biochemical tank with a capacity of 22464 m3 A2/O shall be constructed. It is the central structure of the wastewater treatment. The total hydraulic retention time is 15.72 h. The treatment of biochemical tank is divided into anaerobic zone, anoxic zone, and aerobic zone. The effective volume of anaerobic zone is 3168 m3 and hydraulic retention time of it is 2.3 h; The effective volume of anoxic zone is 5999 m3 and hydraulic retention time of it is 4.8 h; The effective volume of aerobic zone is 10472 m3 and hydraulic retention time of it is 7.3 h.
42 Secondary sedimentation tank: The effluent of biochemical tank shall be discharged into the secondary sedimentation tank for mud and water separation. Four sets of scraping mud machines and two sludge removal pumps shall be installed in the tank.
43 Depth processing system: two high-density sedimentation tanks shall be constructed. They consist of three parts: mixing tank, reaction tank and sedimentation tank to further removing the pollutants, especially SS and TT, in the wastewater after the biochemical treatment.
44 Blower room: Air from the blower room shall be provided to the biochemical tank. Civil works of blower room phase I had been completed with a capacity of 50000t/d. Three single stage centrifugal blowers shall be installed. One single stage centrifugal blower shall provide air with a capacity of 150 m3/min.
45 Dosing room: dosing room and sludge dewatering room of phase I had been completed with a capacity of 50,000t/d. Chemical materials of PAC and FECL3 shall be add to wastewater to remove suspended solids and phosphorus in the dosing room. The dosage volume in the dosage room shall meet the requirements of maximum 10-day dosage. A sludge buffer pool in sludge dewatering room shall be constructed to stir sludge. It shall ensure the stability of sludge.
c) General layout
46 The planned land of the wastewater treatment plant covers an area of 170,000 m2. The total floor area of the new buildings is 11333.4 m2 and the plot ratio is 0.51. The wastewater
39 环境影响评价 plant is located at the industry area, and there are no sensitive receptors nearby. The locations of the project phase II and the phase I are shown in Figure II-10 and the layout is shown in Figure II-11.
Figure II-10: Location of Wastewater Treatment Plant Phase II and Existing Phase I
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Figure II-11: Layout of Wastewater Treatment Plant
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D. Capacity Building and Institutional Strengthening
47 During the project preparation period, the implementing agency has been strengthened through the discussion of EIA, and relevant workshops. The capacity of the implementing agency, contractors and operators will be improved through environmental management trainings.
48 The Liaoning Provincial Environmental Protection Bureau, the Local Environmental Protection Agency and loan implementation environment experts should provide training based on their respective roles in the project. However, the focus of the training >50% of the training budget is to ensure that the contractor is proficient in environmental safety regulations and is able to implement all construction in accordance with appropriate environmental safety. Institutional strengthening and training programs are shown in Table II-7.
49 Project supervising staff, implementation organization (including the environmental management team), contractors, and local environmental protection bureaus will receive environmental management, environmental monitoring and supervision, reduction plans, emergency plans, environmental policy development and other environmental management technologies training.
50 The training funds will be included in the operation and maintenance budget of the project during the project operation period. The expected cost of strengthening and training is shown in Table II-7 for each project management and operation period prior to construction.
Table -7: Institutional Strengthening and Training Skill Organization Description Time building Project office, Before and after Implementing Establishment of environment management units the project agency implementation Before and after PPMO, Project Loan implementation expert contract and work the project office implementation Environment PPMO, Project Establish a project coordination team, the Before and after al office, formulation and implementation of the complaint the project management Implementing mechanism implementation ability agency Project office, Before and after Formulate tender documents,including Implementing the project regulation environmental management plan agency implementation Before and after Implementing Sign and work with construction supervision the project agency company implementation Training Participant Content Time Environment PPMO, Project (I) Environmental law and system Before the laws, office, (ii) Environmental policies and plans Including project is regulations Implementing ADB's