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BEIJING.CHINA RESEARCH INSTITUTE OF MHIIGWAY THE MINISTRY OF COMMUNICATINS DECEMBER, 1996 a t Tlhisreport is prepared by: ResearchInstitute of Highway Scientificof the Ministryof Communicatins Director: Liu xiangkui ChiefEngineer: Zhao fengjuan Director-of environmentOffice: Ye huihal Engineerin Chief: Liu Shutao Preson in change of this project: Li guoxiang Authors of the report: Gao hanzhong Li guoxiangWei lin Main participants: Gao hanzhong Li guoxiangWei lin1 Yang manhong Haoying Translator: Yu Shuqing,Wang Dade Address of the evaluationunit; Post Code: 100088 Telex:. 6516 Fax: 010-62014130 Tel: 010-62013399-2901 -2902 No.48 North ThirdRing Road, Beijing

Table of Contents

I. Outline

II. Cixian Interchange-LinzhangInterconnecting Road ETA.

IH. ShaheInterchange Interconnecting Road ETA.

IV. South XingtaiInterchainge Interconnecting Road ETA.

V. Neiqiu InterchangeInterconlecting Road EIA.

VI. Gaoyi InterchangeGaovi Baixiang-Ningjin Interconnecting Road EIA.

VII. ShijiazliuanigNorth InterchanigeInterconnecting Road EIA

VIII.Public Participation I 1. Project Background Beijing - Shenzhen Highway is an important north to south passageway Of higlhwaytransportation, it is also one of the National Truik Highway System planned by Ministry of Communications. Shijiazhuang-Anyanu Expressway (SAE) transverses the mid-south part of Province wh1icl is 216.05 km with a total investment 3686 million yuan. The intercoinecting roads to SAE are the auxiliary works which fonn the whole project. In order to bing the economic radication functions of SAE into full play and to incorporate the interconlecting roads with provincial l-ighwav net works, these roads are proposed on the basis of consultations witlh the local governments by Hebei Provincial Communications Department (HPOD).

Entrusted by HPCD in Julv 1991, Highway Scientific Rsesarech Institute of Ministry of Communications was asked to carry out environ ment asessment work for SAE and to prepare EIA for the project. In May 1992 the EnvironmenitProtection Office of MOC carried out appraisal for the project environment Terms of Reference (TOR) On June 9,1992 National EnivironumentProtection Agency (NEPA) held appraisal meeting in Shijiazhiuangfor the project enviromnent TOR. On June 25, 1992 commenitsfor the TOR were given by issuance of the Document No.084 (1992).

Based on the approved TOR, the entrusted agency has carried out environment work and prepared ETAfor the project. This work had lasted for 19 months. In March 1993, the EIA was reviewed and approved by Enviromnent protection Office of MOC and NEPA. Besides the EIA and the Summarv of Environment Assessment, Resettlement Action Plan (RAP) and EnviroinmenitAction Plan (EAP) had also been prepared. In addition, trainin1gcourses in regard of environment protection had been included in the training program, and complete survey report for the cultural relocs had been attached.

Highway Scientific Research Institute of MOC which undertakes the environment impact asessment of the interconnecting roads, with the help of Hebei Provincial Communications Planning and Design Istitute and local governments at each level, camred out surveys and in vestigations for the interconnecting roads. Relevant environment data have been collected, and many feasibility study meetings have been attended. Based onithses data anidmaterials, the present ETAof the interconnecting roads has been prepared. The interconnecting roads are the counterpart works of Slii-Ain Expressway.The principles and mitigation measures in the ETA and EAP 3 for the expresswuayare also applicable to the interconnecting rodas. Si'nce each intercolmecting roda is not long (the total lengths of the six roads aimmountto 80.299kn) ,and these rodas will be coiistructed in pace with the expresswav.the impaces as will as to safely and envirolnment during constraction periods have not been separablely etaken into considerations And neither construction camps will be set up separate] .x The impact of cmstruction camps and construction traffic as will as their corresponding measures will for clow the serelevant ones proposed in ZQ and EAP for the expressway.

4 2: Introduction

Shijiazhuang-AnvangExpressway InterconmectingRoad Improvemei Program is based on the great economic changes in Hebei Province incorporationwith the provincialhiglhway network planning . The adjustment of the InterconniectingRoads ImprovementProgram will facilitate the full play of overall benefits of Shi-AniExpressway. The proposed improvementprograms (six interconnectingroads) are as follows:

1. (one road): CixianInterchange-Linzhang Interconnecting Road; 2. (four roads): a. ShaheInterchange-Nanhe Interconnecting Road; b. South Xingtai InterchangeElectric Power Plant Crossing-Nandou VillageIntercomnecting Road; c. Neiqiu InterchangeNeiqiu-Beizhang ma InterconnectingRoad; d. Gaoyi InterchangeGaoyi Baixiang-Ningjin Intercomnecting Road: 3. Shijiazhuang: ShijiazhuangNortl InterchangeInterconnecting Road and The total length of the above mentionedsix interconnectingroads is 80.299 km, of wliich ShijiazhuangNorth InterchangeInterconnecting Road and Southl Xingtai Interchange Electric Power Plant Crossing-Nandou Village InterconnectingRoad will be constructedinto class I road , the others will be class II roads. The detailed locations of each interconnectingroad , please refer to hlle locationmap of interconnectingroads.

3. Description of Environment Impact

3.1 EnvironmentDescription: In light of the state environmentprotection reguiationsand standardsand throughthe analysisand evaluationisof the six linkingroads environmentimpacts within the evaluationscopes, corresponding protectionmeasures and recommendationshave been posed and evaluationconclusions have been reached whichprovided scientificbasis for rational alignmentselection and optimizationdesigns as well as environmentdevelopment planning. Sinceeach interconnectingroad is not long (the total lengths of the six roads ammountto 80.299km),and these roads will be constructedin pace with the expressway,theimpacts as will as to saftly and environmelntdLring constructionperiods have not been separablelytaken into considerations.And neither construction camps will be set Up separareix. The impact of construction camps and construction traffic as well as theirl corresponding measures will follow those relevant ones proposed in EA and EAP for the expressway.

3.2 Evaluation Scope: 200m at the both sides of the center line of the proposed interconnecting roads , and the investigation analysis scopes of social environment and ecological environment can.be appropriately enlargied. 3.3 Evaluation Standard: Noise evaluation will be made in accordance with GB3096-83 (( Urban Area Environment Noise Standard )) , of wlhich ((Trunk Highway Both Sides )) standards for both sides of the road and (( Mixed Class II )) standard for schools and hospitals shall be execLuted and class II standard of GB3095-82 (( Atmospheric Envirolnmienital Quantity Standard )) shall be used. 3.4 Evaluation Methodology: It is the same as that of the main line . A combination of points with the alignment , fanning out from point to alignment are used for evaluation . Model computation and analogue analysis are used for the evaluation of noise and atmosphere while tihe metlhod of investigation and analysis are adopted for evaluation of ecology. water and.social-economic environment . 3.5 Evaluation Years: Operational year 2000, 2010 and 2017 as well as construction period .

3.6 Evaluation Basis: * (( Methodologies of Environment Protection Management of Construction )) ,issued by NEPA,No.003(86);

* (( Environment Management Methodologies for Communication Construction Projects )) ,issued by MOC, No.17(90) * (( Environment Protection Law, PRC )) and other relevant regulations and stadards; * (( Feasibility Study Report of Interconnecting Roads to SAE , Prepared by Hebei Communications Planning and Design Institute, October 1996; * (( EIA of SAE)), approved by NEPA and Hebei Provincial Environment Protection Bureau.

6 URBAN AREA ENVIRONMENTAL NOISE STANDARDS (GB 3096-82)

SUITABLE AREAS DAYTIME | NIGHT | REMARKS special residential areas 45 35 need to be specially quiet residential, education 50 40 pure residential, educationalor office areas areas Type I mixed area 55 45 ordinary commercialand residential rmixedarea commercialcenters and 60 50 area mixed with busy area with Type 2 mixed area concentratedtrading, commercial, industrial,light traffic and residential areas concentratedindustry 65 55 areas both sides of the trunk 70 55 traffic flow is > 100 Nos. per hour roads -

ATMOSPHEREENVIRONMENT QUALITY STANDARDS (GB3095-82)

NAME OF THE LIMIT VALUE OF DENSITY(ing/standard me) POLLUTANT Value Taken GradeI Crade II Grade m SUBSTANCES Tine Standard Standard Standard TSP average daily 0.15 0.30 0.50 any one time 0.30 1.00 1.50 IP average daily any one 0.05 0.15 0.25 time 0.15 0.50 0.70 so, anual & daily average 0.02 0.06 0.10 average daily 0.05 0.15 0.25 any one time 0.15 0.50 0.70 CO average daily 4.0 4.0 6.0 any one tume 10.0 10.0 20.0 photochemical 0.12 0.16 0.20 oxidize,03) Nox average daily 0.05 u.10 0.15 any one time 0.10 .0.15 0.30 I PART II

Cixian Interchange - Linzhang

Interconnecting Road ELA

6~~~1 I 1. Outline

1. I Construction Back-ground

The existing road from Cixiali to Linzlhang is class III road wViTil subgrade width 8m and residual asphalt pavement width 6m . In 1995 the traffic volume reached 1471 v/d . At present the road is deteriorated withi troughs and cracks which account for 75% of the total pavement . Therefore , it is urgenit to upgrade the road . This interconnecting road constitutes the major transport route for the counties in the east of the Handan district as well as some districts in Henan and Shandong provinces, and it is also one of the trunk highways in the "five longitudinal and four horizontal highways " plaluned by Handain City . The completion of the higlhway will be very important for outbound transportationi of Coali building materials as well as economic development along the route . st the same time , it will be very convenient for exit and entrance to lite expressway which will bring the expressway into full play.

i.2 Route Alignment.and Main Control Points

The route starts at Cixian Interchange (intercrossed road K+-550). leading eastward along the existing road by passing Huangxinzhuan . Nandongfang ,Fangbiao,and ends at Linzhlang Bus Station with a total length 15.441km.

1.3 Traffic Volume Projection

According to the feasibility study , the traffic volume projection results are shown in table 2-1.

"'TrafficVolume Projection Table Table 2-1 convertedto mediumvehicle (v/d) Year 2000 2010 2017 CixianInterchange- 2592 -5100 6711 Linzhang

1.4 Construction Scale and Main EconiomicIndex

8 Works Quantities and Main Technical Index Table 2-2 No. Description Unit Quantitv .1 Route Lengyth km 15.441. 2 DesiuynedDriving Speed km/h 80 3 Suburade width m _| l__ 4 Pavementwidth m 9 5 Design VehicleLoad Trunk-20

______Trailer-100 6 Earth Work lOOOm' 153,995 7 Pavement I 000m2 138,969 8 Culvert Each 20

The total cost estimates of the project are 26.507 million RMB3 (The World Bank Loan 10.34 million RMB , province raising funds 16. 1o871 million RiviB ) , which is 1.7166 million RMB for per km . It is planned to start the work in 1997 and complete in 1998 at the same time with Slhi-An Expressway . The construction period is one year.

1.5 Analysis of major environment impact factors

Generally, highway constructions will inevitably cause adverse impacts to natLral environment and social environmentalong the route duniniz design , construction and operation periods . Considering the characteristics of the interconnecting roads and the status quo of the environment , the major impacts to the environment along the route caused by the works are:

Design Period: Demolition , Resettlement , the status quo of the land resources have been changed; Construction Penrod: The natural environment along the route has been changed by the works , farm lands and orchards have been acquired xvith the impacts of construction noise and dust pollution; Operational Period: Vehicle exhaust gases and traffic noise compose of one of the important factors of pollution to environment sensitive targets along the route .

2. Environment Status Quo and Evaluation

2.1 Natural environment

Linzhang county is located at mountainous alluvial fanning plain

9 which is caused by ancient Yellow River with the Land fonn gradually descending from west to east . The altitude is from 58 to 95 m . This area enjoys a temperate conitinental monsoon climate . The average annual temperature is 13.2°C . Temperatures can range from -21.80C in the winter to as much as 41.9°C in the summer . The average annual precipitation is 565.7 mm which is concentrated in July and August . The earth types along the route consist of humid loam , river brown earth and humid clav .

2.2 Social Environment Status Quo and Evaluation

Located in the far most south part of Hebei Province , Linzhang county borders oniHenan Province in the south which is under the jurisdiction of Handan City . The total area is 749.9 km2 , of which cultivated lands amount to 750,000 mu . There are 14 towns and 425 villages witlh a total population 541676 . Being the state level grain and cotton production base, Linzhang county was listed into state grain production county in 1994 -which was approved by the State Council and in 1995 it was listed as cotton production county by the State Council . The industries in the county as coal , electric power, garment processing , building materials, machinery, chemical industry etc. have been initially set up . In 1995 GNP of Linzhang county reached 721 million RMB (as the year 1990 constant price ) which is 91% of the year 1990 with an average annual growth rate 13.8% . It is planned by the year 2000 GNP will reach 1.56 billion RUB with an average annual growth rate of 16.7% . On the basis of overall realization of the " Ninth Five Year Plan ", by the year 2010 GNP will reach 5.78 billion RMB which maintains a growth rate of 14%.

2.3 Acoustic Environment Status Quo and Evaluation

Cixian interchange-Linzhang interconnecting road traverses Huangxinzhuang , Nandong fang and Fangbiao villages in Linzhang county with a total length 15.2 km . On the basis of highway characteristics and environment terrain and climate , three monitoring points have been set up, namely at Huang Xinzhuang ,Nandongfang and Fangbiao for environment noise background monitoring . The monitoring results are as follows:

Name Day dB(A) Night dB(A) Huangxinzhuang 43.3 40.3 Nandongfang 45.5 41.5 Fangbiao 47.6 42.6 10 The above monitorimn data show that acoustic environmenitalon- tihe route is good without disturbing industrial noise'here sources . is a cerrain acoustic capacity along the route.

2.4 Atmospheric enviromnent Status Quo and Evaluation

The proposed interconniectingroad is far from the down town of cities aild towns . Along the route there are mainly resident villages and large areas of farm lands . Since that there are no industries and mines , industrial pollutioni sources do not exist . Withiinthe range of 200 m at the both sides of the route three atmospheric environmenitmonitoring points have been set up (the same as the acoustic environlmentsensitive poilnts). The monitoring results are:

Name CO average value NO, average value in five days l IHuanrgxinzhuang 1.20 mg /m3 0.025 mg /m' Nandon.gfang 1.10 mg /m3 0.020 mg /m3 Fangbiao 1.30 mg /m3 0.034 mg

The above results for CO and NO, show the concentration values are in accordance with grade II atmospheric enviromnent quality standard which have rather great atmospheric environment capacity .

3. Environment Impact Prediction and Evaluation

3.1 Natural envirolunent impact analysis

The proposed main line has taken into account of main river flood discharging capacity . Though some sections have no obvious river beds, large and medium bridges have been set up . The locations of meditun anid small bridges , and culverts are corresponding to those of railway so as guarantee the smooth flow of flood in rainy season . Therefore interconnecting road has little impact to flood control of this area . The agnrculture along the rout is rather developed which is important grain and cotton production base . Pumping underground water is of the main method for farm land irrigation The construction of the interconnecting road will acquire some motor-pumped wells and will cut off some irrigation chamnels. Therefore , in cases of acquisition and cut-off of wells compensation measures shall be taklen to ensure that there will be wells at the both sides of the road in order to solve the problem of irrigations . Irrigation culverts shall not be generally constructed on the road 11 subgrade , however, at some sections irrigation has been done by main or sub irrigation channel leading to the rivers . Therefore , at these sections culverts shall be constructed on the basis of the existing chanlel layouts to secure . water passing or pedestrian passing . If the above measures cani be executed , the existing irrigation layout can be maintained which will take care of farming to the greatest extent.

3.2 Social Environment Impact Evaluation

After the completion of the interconnecting road , a series of production strips will be formed , especially great influence will be brought to social economic development , production structures as well as composite proportion of social workers of the direct influenced areas along the route.

(1) As the implementation of overall planning of cities and towns and after the completion of the project the transport conditions will be greatly improved . The industrial layouts will gradually be moved towards the outskirts and will be spread out along the interconnecting road;

^(2) The completion of the project will promote the construction of development zones along the route which will push the integrated utilization of lands and resources so as to lead to rational industrial layouts .

(3) The road will indirectly cause the demanding needs for telepost communications, electric power supplies which result in the development of these industries . And at the same time will promote the development of culture, education , medical cares etc.

(4) Land acquisition and reallocation The Total lands acquired for interconnectioning roads amotunt to 394.78 mu,of which cultivated lands 234.58 mu, demolished houses 6712m2 which are all village houses. In order to minimize affected people the alignment makes full use of existing roads so as to avoid large areas of demolition offices have been set up at each level in the highway construction sectors and detailed resettlement plans have been made for this project.

Due to the great social and economic benefits brought by the completion of the project, the special land values of highway acquisition shall be realized,. Since that new industrial production enterprises will be formed in the highway corridor after the completion of the project , the adjacent lands prices will be doubled, and the lands will be turned from cultivated farms to non-cultivated lands. In order to avoid the rapid loss of

12 cultivated lands resources it is recommended that the land mana-emenT departmenitsmust enhance the approval of various construction land uses.

3.3 Acoustic Enviromnent Impact Predication and Analysis

3.3.1 Acoustic enviroinmelntimpact during construction

During construction period the noise is mainly comin'ugfrom construction machinery's and transport vehicles . According to local surveys , the road construction machineries are : bulldozer , excavator. roller etc . The following table shows the noise testing level of some of the construction maclineries at different distances:

Noise Values of Some of Construction Machineries At Different Distances Table2-3 Unit:dB (A) ontoringlocations (m) \1.0 2.0 5.0 100

I Roller 85.3 84.3 69.6 53.1 2 Scraper 82.1 80.2 66.3 55.7 3 Spreader 87.0 / 4 Bulldozer 90.0 5 Excavator 91.4 / / / 6 Mixer / 93.1 .79:7 63.2

The construction noise pollution will directly affect the health and normal rests of workers and inhabitants at the sensitive targets and even will disturb their work . However, the noise is short term pollution . In order to mitigate the construction noise , effective. management and protection measures can be taken . From the analogue monitoring data it can be seen that acoustic environment beyond I O rn will have small influence .

3.3.2 Acoustic environment influence prediction and analysis during, operation periods

(1) Prediction computation model The traffic equivalent noise levels depend on the vehicle radiation noise level, driving speed, traffic volumes , vehicle type composite proportions, 13 pavement evenness and meteorological conditions On the basis of international and domestic studies on traffic noise predictions and incorporation of the project characteristics , the pxediction of the computationmodel is:

Ni 7 1-a Le.v=LATmIjOLg&y)e? Armax T[ 'i + 1OLg(-) 2t +A'S-1 The total traffic equivalentnoise level at analysispoint P is:

Leqii#E= 0 ,=1 Where as:

Leqi--- equivalentacoustic value (dB) of i-class vehicle LAimax --- reference average maximumA acoustic level (dB) of i-class vehicle N, ---traffic flow volume (vehicle/h ) of i-class vehicle V, --- average speed (km/h)of i-class vehicle T-- average time (at least 1 hour taken) r --- distance (m) from reference observingpoint LaiimaxPo to traveling line

r -- distance (m) from evaluation point P to traveling line a-- attenuation factor , relevant to the absorption characteristics of ground covers. A s --- noise reduction by barrier

(2) The selectionof relevantparameters in the model

The selection of each computedparameters in the model is based on the characteristicsof the specificworks of the interconnectingroad.

(3) Traffic noise impactprediction during operational stage

On the basis of traffic noise predictionmodel and the relevant computed parameters , the traffic noise predictionvalues for the proposedinterconnecting road at each evaluationyear are shownin table 2-4.

14 Traffic Noise Prediction Values of Cixian Interchange-Linzhang Interconnecting Road Table:24 = Unit:dB(A, Evaluation Time / 20 50 100 120 150 200 1, year Distance l 2000 Day 58.6 54.1 50.1 49.0 47.7 45.Sl l______Night 52.0 47.5 43.6 42.5 41.1 39.4 2010 Day 62.5 58.0 54.0 53.0 51.6 498. l______Time 54.9 50.5 46.5 48.4 44.1 42.3 2017 Day 63.5 59.0 55.1 54.0 52.6 50. I Niglt 56.6 52. 1 48.2 47.1 45.7 430il

Cixian Interchange-Linzhang Interconnecting Road Distance of Meeting Class IV Standard During Operation Stage Table:2-5 Evaluationl 2000 2010 2017

y ea r ______Day I Om I Om I Om Night lOm 20m 3Qm

Cixian Interchange-Linzhang Interconnecting Road Acoustic Environment Quality Prediction AT Sensitive Points Table:2-6 - Unit:dB(A) Name Distance Evaluation 2000year 201Oyear 2017vear 11 standard l_l _11 (m) Day Night Day Niaht Day ight| Day Ni.JhT Huangxin 100 70 55 51.6 44.4 54.8 48.1 55.9 48

zhuang _ _ l l_ll_ Nandong 110 70 55 50.8 44.7 54.1 47.1 56.2 48.9

IFanbiao 80 70 55 56.1 50.0 59.0 51.5 60.3 153.8

The Traffic noise predictionvalues of interconmectingroad , plus the status quo values at the sensitivepoints along the route have been judued by ((Both Sides of TrnmkRoad )) standardof GB 3096-82which show that each sensitive point has not surpass the standard and a certain acoustic capacityhas been remained.

.Is5 3.4 Atmospheric Environment Impact Prediction and Evaluation

3.4.1 Environment impact analysis during construction period

Dusts constitute the major atmospheric pollution during construction period , therefore , the evaluation factor is determined as TSP . During construction whether lime soil mixing is on the site or at the plant , TSP pollution will be inevitably caused to environment along the route . hi 1990 TSP monitoring was carried out for both on the site mixing and plant mixing of on going Beijing-Tianjin-Tanggu Expressway . The results are shown in table 2-7.

Tsp MonitoringResults During ConstructionPeriod of BTT Expressway Table:2-7 MonitoringPlace Type of Wind Speed Sampling Monitoring construction point results(mg/m') distance (m/s) (m) 1# 2# At the side of Yang 50 0.389 village Zhenglou Road Mixing 0.9 100 - Interchange ramp I_150 0.271 Yang village Zhenglou 50 9.078 8.849 Interchange Mixing Plant Plant Mixing 1.9 100 1.599 1.703 .______. . . . :; . 150 1.130 0.483

From the above monitored analogue material it shows that the characteristics of on the site mixing is that the pollution will be broughitto wherever the construction starts , but the influenced scope of areas are narrow and temporary , and TSP contents in atmosphere at 50 m from the roadsides can meet class II standard (The limited TSP average daily concentration is 0.30 mg/m3, any time 1.00 mg/m3). If plant mixing is adopted , the TSP concentration at from the mixing plant on the leeward is 8.90 mg/m3 which 8 times surpass the standard , but there are no influences at 150 m from the mixing plant. As for the somke form bitumine emulsion, it is tested that Class I standard can be met at 100 m away on the leeward (the average density of emission allowed in 8 hour is less than 150 mg/Nm3). 3.4.2 Environment impact prediction during operation period

After the interconnecting road has been completed the major impacts to environment during operation period are emitted pollutants in the exhausted

16 vehicle gases . The prediction factors are CO, NO,, prediction year limits are 2000 , 2010 and 2017 . And the pollution at the both sides of the road is concentrated in day time with big traffic volumes . The rate of occurrin- E and F type stability in daytime is small . Therefore, the prediction is only carred out on the computations of D tvpe (medium).

(I) Pollution concenitrationprediction model

6) Wind direction is vertical to the road 2 Q F ~-He 1 C(X.o.) =(-) _ ex]L j

whereas:

x ... . distance (m) from the computation point to road centre line C (x.0.0) .... grouwdconcentration, irrelevant to horizontal direction

) Wind direction is parallel to the roa

(y.0.0) L 2,r Uaz(O)

wlhereas:

y... distance (m) from the computation point to road contre lIme C(y.0.0) .... ground concentration , irrelevant to favorable wind directioni

0 Wind direction forms arbitrary included angle (0 <900)

C( & )=sin2 0 C,,ucai + cos 2 * C8 alld

Whereas:

C ... side ground concentration (mg/M3) on leaward. QL.. resource strength (mg/mn s) of road alignment

e0... included angle ( 0) of road to wind direction U... evironment wind speed (m/s) at high places of road

17 7 Z. . vertical spre parameter (m) He ...... averageeffective height (m) of route alignnent

(2) Prediction compatation results

The predicted atnospheric pollution values of CO and NO, are shown in table 2-8 , 2-9

Atmospheric environment quality of the proposed interconnecting road is shown in table 2-1.0.

Cixianlnterchange-Linzhang Interconnecting Road CO Emission Concentration Spread Prediction (D Type Stability) Table:2-8 ____.___Unit:m/m.' Evalua- Wind Time 20 50 100 120 150 200 tion direction Distance year /Highway included angle 00 Peak 0.054 0.040 0.029 0.026 0.023 .0019 2000 Daily 0.022 0.017 0.012 0.011 0.010 0.008 average I 900 Peak 0.052 0.039 0.028 0.026 0.023 0.019 Daily 0.021 0.016 0.012 0.011 0.009 0.008 __ _average . I 00 Peak 0.106 0.079 0.057 0.052 0.046 0.038 2010 . Daily 0.044 0.033 0.024 0.022 0.019 0.016 .______average II_ 90° Peak 0.101 0.077 0.056 0.051 0.045 0.038 Daily 0.042 0.032 0.023 0.021 0,019 0.016 average l 00 Peak 0.144 0.107 0.078 0.070 0.062 0.052 2017 Daily 0.061 0.045 0.032 0.029 0.026 0.022 average I I 90° Peak 0.138 0.105 0.077 0.069 0.061 0.051 Daily 0.057 0.044 0.032 0.029 0.026 0.021 .. ~~average .

- - - -I CixianInterchange-Linzhang Interconnecting Road XO, Emission Concentration Spread Prediction (D Type Stability) Table.2-9 Unit:mum' valu Wind Time 20 50 100 120 150 ( a-tion direction Distance year /Highway included angle 00 Peak 0.031 0.023 0.017 0.015 0.013 0.011 2000 Daily 0.013 0.009 0.007 0.006 0.005 0.004 average . 900 Peak 0.029 0.023 0.017 0.015 0.013 0.011 Daily 0.012 0.009 0.007 0.006 0.005 0.004 averaae . 00 Peak 0.062 0.046 0.033 0.030 0.026 0.022 2010 Daily 0.026 0.019 0.014 0.012 0.011 0.009 averaae . I 900 Peak 0.058 0.044 0.032 0.029 0.020 0.022 Daily 0.024 0.018 0.013 0.012 0.010 0.009 . ______average . 00 Peak 0.083 0.062 0.045 0.040 0.035 0.030 2017 Daily 0.034 0.025 0.018 0.017 0.015 0.012 average I._ 900 Peak 0.080 0.061 0.044 0.040 0.035 0.029 Daily 0.033 0.025 0.018 0.016 0.014 0.025 average

19 Cixian Interchange-Linzhang Interconnecting Atmospheric Environment Quality At Each Evaluation Year Table:2-10 Unit:ma/m' Name Evaluation Traffic Concentration Concentration Anytime Daily average of year Conditi at 20m At l OOm concentration time Pullu- on (mg/m3) (mg/m3) meeting concentration ants standard meeting l distance (m) standard distance (m) 2000 Peak 1.354 1.329 10 Daily 1.121 1.112 10 average . CO 2010 Peak 1.406 1.357 10 Daily 1.142 1.123 10 average I 2017 Peak 1.444 1.378 10 l Daily 1.157 1.132 10 average _ 2000 Peak 0.065 0.042 10 l Daily 0.046 0.032 10 l______average NO, 2010 Peak 0.096 0.058 10 Daily 0.058 0.038 10 average l 2017 Peak 0.117 0.070 10 Daily 0.067 --0.043 10 average

(3) Computationresults analysis

From the computation results in table 2-8, 2-9, 2-10, they show that CO and NO, pollutants emitted by vehicles during operation period of Cixian interchange-Linzhang interconnecting road have little impacts to surrounding environment along the route. The main reason is that the predicted traffic volumes of this section are small .'As the development of economic constructions speed up and- the measures taken to reduce pollutions of vehicle movable resources, the atmospheric enviromnent quality of the road or the area in future will be greatly improved.

(4) Sensitive points prediction

As for atmospheric pollutions at sensitive points, please refer to table

20 Cixian Interchange-Linzhang Interconnecting Atmospheric Pollution Prediction At Main Sensitive Points Along The Route Table:2-11 Unit:nmni'n Sensitive Distance Evaluati Traffic CO Meeting NO. Meetinm points on year condi- concentra- standard concentra- Stand-ard| tion tion tion prediction prediction 2000 Peak 1.229 0.037 V I Daily 1.212 / 0.027 l average _ _ HuangXin 90m 2010 Peak 1.257 0.052-0.053 v village Daily 1.223 V 0.033-0.034 V average 2017 Peak 1.278 0.064-0.065 . Daily 1.232 0.038 V l______avera e le 2000 Peak 1.129 0.042 v Daily 1.112 / 0.032 v average I Nandong- 90m 2010 Peak 1.157 0.057-0.058 fang Daily 1.123 VI 0.038-0.039 V average . l 2017 Peak 1.178 V 0.069-0.070 Daily 1.1 o0.043 average 2000 Peak 1.340 0.057 V Daily 1.316 . 0.0433 average Fangbiao 50m . 2010 Peak 1.379 V 0.078-0.080 Daily 1.332 V 0.052-0.053 - average . 2017 Peak 1.407 V 0.095-0.096 V Daily 1.344 0.059 V - - avrage _ _ . ._a _ve_e_I Note: "V" stands for being up to the standard.

Through atmospheric environment prediction analysis, the CO the NO, concentration values at three environmental sensitive points at each evaluation year of the proposed interconnecting road are in accordance witl State atmospheric enviromnent quality class II standard.

4. Enviromnent Protection Measures and Recommendations

21 (1) During construction impoverished wasted lands shall be utilized to the greatest extent during consideration of borrowing soil, and the acquisition of caltivated lands shall be minimized by adoption o; the methods of deepening and enlarging water channels , leveling lands and utilization of river beds according to actual situation and at the same time avoiding waste of water and loss of soil , Wasted earth , stones and dregs shall not be discarded every where , especially these shall not be discarded on the surface of slopes and ditches . During construction of side slopes, vegetations along the route shall be restored in time in order to reduce waste of water and loss of soil.

(2) The construction sites shall be equipped with sprinklers in order to reduce dust pollution, and at the same time the transport velhicles shall be covered with canvas so as to avoid scattering of construction materials aind dusts.

(3) The lime soil mixing plant shall be located on leeward and withiin the range of 200m there should be no large in habitant areas or environment sensitive areas , and attentions shall be given to workers protection measures.

(4) Attentions shall be given to rational layout of construction site Machineries shall b'- arranged 200m beyond the concentrated in habitant areas . Repairs and maintenance of construction equipment and vehicles shall be enhanced and the transport passage shall be selected I OQmbeyond the concentrated in habitant areas .

(5) It is suggested that the construction units rationally arrange construction time according to actual situations on the site . Within the range of 22:00- 6:00 high noise machineries shall be stopped . If they need to work during this period of time, approval shall be given first.

(6) It is suggested that new in habitant areas, schools -and hospitals etc sensitive points should not be built within 50m of traffic pollution.

5. Evaluation Conclusion

5.1 The present intercomnectingToad environment quality

The agricultural ecology is the mainstay of this area. There are no rare

22 animals and plants and the underground water quality is good . The acoustic environment background values along the route are low and the present CO and NO, concentrations are over the state atmospheric environment quality class II standard . Therefore , the overall level of the present environment quality of the interconnecting road is good.

5.2 Construction period

The damaged regulations shall be restored . And practical and feasible measures shall be taken for construction noise and dusts due to transport vehicles so as to protect the health of workers and in habitants along the route .

5.3 Operation period

Temporarily acquired lands must be returned to cultivation in order to reduce waste of water and loss of soil . Since that the traffic volumes of tllis section are small , the traffic noise and atmospheric pollution due to vehicle emission in the medimn and far future are not serious . Tlerefore , the pollution factors can meet the requirements of relevant state atmosphenrc quality standards . No environment protection measures are needed .

Based on the above analysis , the construction of the interconnectina road will not cause serious adverse impacts to surrounding enviroment Therefore , from the point of view of environment , the construction is feasible and the advantages out weight the disadvantages .

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Geog,rapliic Location of tl)e Linik I PART III Shahe Interchange-Interconnecting Road ETA

24

1. Outline

1.1 Construction Background

The existing road is one section of the county Zannan road wlich is class II with subgrade width 12 m and asphalt pavement width 9 In . According to the statistics the road section in Nanlhecounty totals up to 20 km , but the trough areas account for 50 % of the total The pavement standards are low and seriously deteriorated . This road constitutes the major route for outbound transportation of coal and building materials firom the west part of Xingtai , and trucks account for 80% of the traffic composition -. The implementation of the project will make great contribuitiolnsto the economic development of Shahe and Nanile couinties and also constitutes great importance to improve the investmneit enviroinmentof the these districts.

1.2 Route Alignment and Main Control Point

The route starts at Shahe interchange to Shi-An Expressway, gOinig east by passing Dadu village , Gaoyi village , Huai village , Sansi , Xill village , Nanhan and conmects to Xinlin highway in the east Nanhle county with a total lengtlhof 20.27 km.

1.3 Traffic Volume Projection

On the basis of investigations , the traffic volumes projections are shown in table 3-1:

Traffic Volume Projection

Table 3-1 converted to medium vehicle (v/d) Year I 2000 2010 2017 Traffic Volume 3260 5662 8333

1.4 ConstructionScale and ConstructionPeriod

This route will not be upgradedto higher road class, only to make improvementof the pavement so as to raise the pavement standard . The total cost estimates of the project are 26.29 million RMB , and it is plann1ed to start mi 1997 and completed at the same time with Shi-An Expresswav

25 with construction penrodof onieyear.

1.5 The Analysis of Major EnivironmentImpact Factors

During design , construction and operation period, the project ma) cause impacts to natural environmenltand social environlmenitalong the route . Refer to table 3-2:

Analysis of Environment Impact Components Table 3-2 No. ActivitiesAffect Environment PotentialImpacts to Environment Design Resourcesand Values Stage 1 To improvethe existingroad No impactsto environmentalong _pavement . - the route I Waste of water and loss of earth at Deteriorate ground vegetation the place of cut and fill cover and bioecological environment Construction 2 Materialtransportation and mixing Causingdust, air pollution 3 Constructionmachinery noise Acousticpollution to schooland inhabitants Stage 4 Constructionvehicles Causingexisting road traffic disorders - 5 Constructionteams livingquarters Causingshort term pollutionto sewage rivers 1 Trafficnoise disturbance Affectinginhabitants health Operation 2 Vehicleexhaust wastes causing Affectinginhabitants health Stage pollutionto air 3 Highwaycut off Affectingin habitantsnormal _passing

Taking into account of the characteristics and environment status quo of the interconnecting road , the works will cause adverse impacts to the environment along the route as follows:

Construction Stage: The construction causes changes of natural environment along the route, construction noise and the second dusting causing impact to the environment . Operation Stage: Vehicle exhaust wastes and traffic noise cause impacts to environmenit along the route.

26 2. EnvironmentStatus Quo and Evaluation

2.1 Natural Environment

The route is located in the southern plain of Hebei Province descendingfrom northwestto southeastand faces Taihangmountains in the west . The area is flat and enjoys warm temperate continental mansion climate . It is hot and raining in summerand cold and dry in winter with average annual temperature 13.7°C and annual average precipitation 500 mm which are concentratedin July and August.

2.2 Social EnvironmentStatus Quo and Evaluation

2.2.1 Social Environment

The project is located within Shahe and Nanhe counties in Hebei province with direct influenced areas 1396 m2 and population 727,800 Shahe city is rich in mine resourcesfor about ten kinds of mines , and coal and iron ores have high reserves which are 1 billion tons and 340 million tons respectively . The industries are coal mining , iron-smelting , building materials , chemical fertilizer , machinery , textile , agricultural products processing etc. Agriculturalproducts are mainly wlheat, corn, millet and sweet potato etc. with cotton as main cash crop . This city is abundant in

pears and walunt , and the cultivatedfarm lands amountto 29700 hectares. GNP reached 1593 millionRMB. The cultivated farm lands in Nanhe county total up to 441,000 mu accountingfor 71.1% of the total county areas . The crops are wheat , con, millet, sweet potato, sorghum and the cash crops are cotton and pealnut Black dates and chilly are famous of local products . The industries are chemical fertilizer, farmingmachinery repairs and fittings , paper making, buildingmaterials, grain, cotton , edible oil processingas well as food stuff processing. GNP reached 1240 millionRMB.

2.2.2. Outlineof the existingroad and the existingproblems

The highway development is rather left behind which can not accommodateto the demandingneeds of economicdevelopment in the two cities (counties) . The existingroad is one segment of county road from Zanhuang to Nanhe which is class II road with serious pavement deterioration . Therefore , it is necessary to improve the road so as to improvethe transportationenvironment .

27 2.3 Acoustic Environment

According to the Feasibility Study together with on-tlhe spoI investigations and monitoring , the local residential areas sensitive poilnts within the evaluation scopes at the both sides of the route are shown ill table 3-3 . And refer to table 34 for acoustic environment status quo data

Main Sensitive Points of Acoustic Environment Along the Route

Table 3-3 No. Chainage Name of SensitivePoints Distanceto Scale Environmentfeature Road Centre Line I k-9+l00 Gao village 100 m 110 Plain farm land house ______.______holds 2 k12+300 Dongsongvillage, 90 m 150 h Plain , farm land Huai village 3 k15+100. Sansivillage 80 m 120 h Plain, farm iand

Acoustic Environment Status Quo Monitoring Data Table 3-4 _ _ Unit:dB(A) No. Chainage Name of SensitivePoints Distanceto Day Night Noise source Road Centre

______L in e I k9+100 Gao village 100 m 46.1 34.7 Livingnoise 2 kl2+300 Dongsongvillage, 90 m 45.6 31.5 Livingnoise Huai village _ 3 k15+100 Sansivillage 80 m 53.8 43.3 Livingnoise, traffic noise of existing ______road

From the above description we can see that acoustic environment status quo along the route is good . It is very quiet within the ranges and large parts of the segmentsare surroundedby openfarm lands.

2.4 AtmosphericEnvironment

The village sensitive points along the route are sparsely distributed

28 Tie monitoringstaff have carried out atmosphericenvironment monitorinig for the main sensitivepoints The monitoringdata show that the atmosphenrc environmentwithin the scope at both sides along the route is good with large environmentcapacity . Please refer to table 3-5.

Atmospheric Environment Status quo Monitoring Data Table 3-5

- - CO _____c NO-, Sampling single dailyaverage five days singlevalue dailyaverage five days Point value value average value averagevalue value l concentra- concentration (mg/rnJ) concentra- concentra- (mg/rmn) tion range range tion ranze tion range Gaocun 0.18-1.83 0.21-1.57 0.35 0.008- 0.011-0.022 0.016 town 0.027 Dongsong 0.71-2.11 0.78-2.01 0.97 0.009- 0.011-0.023 0.018 village, 0.028 Huai village Sansicun 0.88-3.10 0.93-2.86 1.72 0.015- 0.018-0.029 -0.02-5 Town . 0.0331

3. -EnvironimentImpacts Prediction and Evaluation

3.1. Natural Environment

This project is for pavement betterment on the basis of existing class II road in order to raise pavementstandard, therefore , this project has little influenceto natural land forn and terrain of the area along the route. The constructionteams are relativelysmall in size comparativeto new projects with small bill of quantities. The constructionwaste water and sewagefrom living quarter will not cause influenceto surface water, at the same time, the short term construction causes little impacts little to agricultural irrigation system and waste of water and loss of soil erosion along the route.

3.2. SocialEnvironment

(1) Because this is a pavementbetterment project, there will be no land acquisitionand buildingdemolition which will not affect the people's lives along the route . the implementationof this project will greatly-improvethe traffic conditionof Zannanhighway and transportationenvironment and will reduce traffic congestionand trafficaccidents . At the same time it will also

29 promote the economic development of the areas in Shahe and Nanhe counties along the route so as to solve the settlement of surplus labors and raise. the people's living standards . The project will also promote the industries development such as energy , telecommunication . culture - education and hygienic which will guaranitee the planining of economic development and the objective of GNP 8 billion RMB in the year 2000

(2) Land acquisition and reallocation The total lands qcquired for intercomnectingroads amount to 456.1 inu, of which cultivated lands 244.3 mu, demolished houses 6712m2 which are all village houses. In order to minimize affected people the alignment mnahes full use of existing roads so as to avoid large areas of demolition and resettlement. Land acquisition and demolition offices have been set Lup at each level in the highway constryction sectors and detailed resettlement plans have been made for this project.

3.3. Acoustic Enviromnent

3.3.1 Acoustic enviromnent analysis during construction stage (refer to Cixian - Linzhang hiterconnecting road EIA 3.3.1)

3.3.2. Acoustic environrmentanalysis during operational stage

(1) Prediction model (refer to Cixian - Linzhang Interconnecting Road EIA , 3.3.2 (1))

(2) Analysis have been made on the basis of the details of the project in order to determine the parameters of traffic noise sources , speed and road structures . By computation , the traffic noise prediction values in different years of the proposed highway are shown in table 3-6.3- 7,3-8. Traffic Noise Prediction Value of Each Evaluation Year Table 3-6 - dB(A) Evaluation Time/ 20 50 100 120 150 200 year Distance . 2000 Day 60.3 55.2 51.5 50.0 48.5 46.9 l______MNight 53.8 49.2 45.3 44.2 42.9 41.]1

2010 Day . 62.8 57.7 54.0 52.5 51.0 49.4 1 Night 56.0 51.6 47.7 46.6 45.3 43.5 2017 Day 64.1 59 55.3 53.8 52.3 50.7 .______Night 57.5 53.3 49.4 48.3 46.9 45 0

30 The Distance of Meeting Standards At Each Operation Year of the Proposed Highway

Table 3-7 Evaluation year 2000 2010 2017 Day lOrm lOm lOmI Night 20m 25m 40m

Acoustic Environment Quality Prediction of Main Sensitive Points

Table 3-8 _ _ dB(A) Sensitive Distance 2000year 201 Oyear 2017year points Name (m) Day Night -Day Night Day Night Gao village 100 50.5 45.4 52.1 47.9 53.2 49.6 Dongsong 90 51.3 45.4 . 52.7 47.8 54.0 49.5 village I_I Sansi villa2e S0 56.1 49.6 57.2 513 58.7 52.7

From the above prediction data it shows that the main sensitive points in each operation stage have not surpass the standards in accordance with " Both Sides of Trunk Highway " standard . In light of "Class II Mixed Areas " standard, in the medium and far period during the operational stage, only at Sansi village inhabitant districts , it slightly surpasses the standard 1.3 - 2.7 dB(A) . Others are in accordance with the standards . During each operational stage the distance to meet the standards at day time is within 10 m and 20m-40 m at night . Therefore , traffic noise during operational stage of the proposed caused little impacts to the areas at both sides of the route .

3.4. Atmospheric Environment Impact Prediction and Evaluation.

3.4.1 Atmospheric environment impact analysis diring construction stage (refer to Cixian - Linzhang interconnecting road ELA, 3.4.1)

3.4.2 Atmospheric environment impact prediction evaluation during operational stage.

(1) Prediction model . Refer to Cixian - Linzhang interconnecting road EIA , 3.4.2 (1) .

31 (2) On the basis of the details and charactenrstics of the project as well as intemational and domestic scientific research studies , resource strenth . atnospheric stability, wind directions have been analyzed:.and determined The predicted atmosphenrc environment quality at tlhe botih sides of the route are shown in table 3-9,3-10,3-11,3-12.

Shahe Interchange Interconnecting Road CO Emission Concentration Diffusion Prediction At Each Evaluation Year (D type stability)

Table 3-9 . Unit: mwm Evalu Wind Time 20 50 100 120 150 200 1i ation direction Distance year /Highway included angle 0., Peak 0.094 0.067 0.046 0.041 0.036 0.029 2000 Daily 0.039 0.028 0.019 0.017 0.015 0.012' average l 90" Peak 0.074 0.055 0.039 0.036 0.032 0.026 Daily 0.031 0.023 0.017 0.015 0.013 0.011 average . 0o Peak 0.164 0.116 0.080 0.072 0.012 0.051 2010 Daily 0.069 0.048 0.033 0.029 0.026 0.021 averase 900. Peak 0.129 0.096 0.069 0.063 0.055 0.046 Daily 0.053 0.039 0.029 0.026 0.023 0.01S average . . - 0" Peak 0.241 0.171 0.11.8 0.105 0.091 0.075 2017 Daily 0.100 0.071 0.049 0.044 0.038 0.031 ______avera.ge I XI 90° Peak 0.189 0.141 0.102 0.092 0.081 0.068 Daily 0.079 0.058 0042 0.039 0.033 0.028

32 Shahe Interchange Interconnecting Road NO1 Emission Concentration Diffusion Prediction At Each Evaluation Year (D type stability)

Table 3-10 -Unit:m,!m-M Evalu Wind Time 20 50 100 120 150 200 ation direction Distance year /Highway included angle 0o Peak 0.036 0.025 0.017 0.012 0.009 0.007 2000 Daily 0.032 0.022 0.014 0.009 0.007 0.004 average___ _ _.___l 9g0 Peak 0.023 0.012 0.009 0.007 0.005 0.003 Daily 0.021 0.010 0.007 0.004 0.002 0.001 average I 00 Peak 0.057 0.046 0.038 0.033 0.030 0.028 2010 Daily 0.054 0.043 0.035 0.030 0.027 0.025 average l 900 Peak 0.037 0.026 0.018 0.013 0.010 0.008 Daily 0.036 0.025 0.017 0.012 0.009 0.007 average _ 0lo Peak 0.080 0.069 0.060 0.055 0.052 0.050 2017 Daily 0.078 0.067 0.059 0.054 0.050 0.048 average .II o90° Peak 0.059 0.048 0.040 0.035 0.031 0 030 Daily 0.058 0.047 0.039 0.034 0.030 0.028 ll . av=erage .3

33 Shahe Interchange Interconnecting Road Atmospheric Environment Quality Along the Route

Table 3-11 Unit:mu/g!m' Name Evaluation Traffic Concentration Concentration Anytime Daily average of year Conditi at 20m At l OOm concentration time Pullu- on (mg/m) (mg/mr') meeting concentration ants standard meeting distance (m) standard ______distance (m ) 2000 Peak 1.814 1.766 10 Daily 0.381 0.367 10 average CO 2010 Peak 1.884 1.800 10 Daily 0.403 0.375 10 average 2017 Peak 0.429 0.392 10 Daily 2.158 2.136. 10 I_average 2000 Peak 0.030 0.013 10 Daily 0.027 0.011 10 average I NOX 2010 Peak 0.047 0.028 10 Daily 0.045 0.026 10

______average ______2017 averagePeak 0.070 0.050 10 . Daily 0.068 0.048 20 average_

34 Shahe Interchange Interconnecting Road Atmospheric Pollution Prediction At Main Sensitive Points Along The Route

Table 3-12 Unit: mg/mr Sensitive Distance Evaluati Traffic CO Meeting NOc Meeting points on year condi- concentra- standard concentra- Stand- tion tion tion ard prediction prediction Gao village lOOm 2017 peak 0.468 v 0.066 V daily 0.392 . 0.064 . average Dongsong 90m 2017 peak 1.088 0.068 V village,H{uai village daily 1.012 V 0.067 V. average 2010 peak 1.836 V 0.053 V/ Sansivillage 80m daily 1.759 0.051 V/ average 2017 peak 1.891 0.076 v daily 1.778 / 0.073 _ .______average Note: "v" stands for being in acorance with the standard.

The above predictiondata show that CO and NO, concentrationsin each evaluation year 10 meters from the road are in accordance with class 11 environmerLtquality standard(in the far period NO, 20 meters ) whichhas been regulated by the state . Atmosphericenvironment quality at the main sensitive Points along the route meets the state atmosphericclass II standard . CO and NOx pollutants emitted by vehicles cause little effects to atmospheric environment along the route . In the fiture , as the improvement of vehicle finctions and gasoline gradients , pollution caused by vehicle to atmosphere will be reduced to less extentand the influencewill be minimized.

4. EnvironmentalProtection Measures and Suggestions

4.1 Environmentalprotection measures and suggestions- in construction stage

(1) If there are resident districts around the construction site , the constructiontime shall be controlled . And constructionwill be prollibited from 22:00 -6:00 at night to guaranteethe residents' rest.

35 (2) The construction site selection (especially large size mixing plants shall be arranged 200 metres beyond the residents' areas . The transport passage shall be selected 1100metres beyond the residents' areas.

(3) The construction site shall be equipped with sprinklers and the transport vehicles shall be covered with convas cloth.

4.2 Environmental Protection Measures and Suggestions in operational stage

(1) The construction departments shall coordinate with other governments departmelntsand planning departnent to carry out environmenitalprotection consciousness publicity . Within 50 meters at the both sides of the road school , hospital and resident areas etc. shall not be set up .

(2) Relevant highway environmental protection regulations shall be perfected and vehicle exhaust gases sampling system shall be carried out and the disqualified vehicles are prohibited.

(3) Monitoring shall be carried out in each year for Sansi village to take command of environmental situation.

5. Environment Conclusion

Agricultural ecology is the main form of natural environment, there are no rare animals , plants along the route . The existing roads are left behind and acoustic environment and atmospheric environment status quo along the route are good . During construction noise and atmospheric pollutants will be caused due to the works and the original traffic regulations will be disordered . Powerful measures and scientific management shall be property taken to guarantee the health of surrounding inhabitants . During the operation period little influence will be caused to acou-stic and atmospheric enviromnent at both sides of the route . The improvement of transportation environment will 'facilitate the improvement of the environment along the route from macroscopic points of view .

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South Xingtai Interchange

Interconnecting Road EIA.

;7

1. Outline

1.1 Construction Backg;rouLnd

According to the urban planning by XinogtaiCity, it will be deVeldO)pe into medium sized city with the total population over 7000.000 arounid the vear 2010 . The heavv industries in the planning will be located in tihe sou1th part of Xingtai Citv . However, there is only the north interchanigeto Sh1i- An Expressway , whichiwill cause larze amounts of vehicles going througi the urban areas Therefore it is niecessary to build the South Xim-ntai interchangveand its interconunectingroad which will be of great importance to the promotioni of outbouind economic development and the implementationiof strategy of cooperations in the east and developmenr i1 the west

1.2 RotuteAliguiment and Major Control Points

Being located in the south part of Hebei province , the interconnectim road starts at the electric power plant crossing of the existing, 107 hi'.-wv by passing the south interchainge to Shi - An Expresswav and enas , t Nandou village in Nanile county connecting Xingtai road with a total leninh of 11.406 kim .

1.3 TrafficVolume Projection

Traffic Volume Projection

Table4-1 convertedto mediumsize vehicle(\ x-d) Year r 2000 2010 2018 Ii Electricpower plant crossingto South 16254 28844 39712 Interchanme(kO-k17+074) l South Interchangeto Xin-lnnandou 6563 10390 13630 \|illaLesection (k7+074-k 11+406) . _ 1.4 Construction scale anidmaill economic index

Main Economic Index

Table 4-2 No. Descnption Unit Qua tity I route lenuth Km west section east sectionn 6.574Km: 3J832Km 2 route class west section east section| l______class I class 11 , 3 desiozneddriving Km/h 100 80 speed . _ 4 suburade width m 18.5 I l 5 pavement width m 16.5 12 1 6 design vehicle load _ trunk-20 trailer- 1Os I 7 bridsze m 28.04 8 [ cuivert each 10

1.5 Investnent and construction Period

The total cost estimates of the project are 44.82 million RMB (of vhilcll. the World Bank Loan 17.48 million RMB , the province raising funds ' 7.3t RMB ) , equivalent to 4.047million RMvIB/km. It is planned to commenice in 1997 and to complete in the year 1998 which is at the same time with Shi - An1Expressway . The construction period-is one year.

2. Environment Status Quo and Evaluation

2.1 Natural environment

Being located in the south part of Hebei Province with altitude 6()m -T_ m , the proposed highway enjoys moderate continental mason climate whiIcii is hot and rainy in summer and dry and cold in winter and in spring alnd autumn it is mild. The average annual temperature is 12.7°C . Temperatures can range from -12.7°C in-the winter to as much as 42°C in the summer The average annual precipitation is 519 mm which is mainly conisentratted in summer . The wind changes with seasons obviously with north anlol northwest winds in winter and southwest and southeast winds in summer. The average annual wind speed is around 2 m/s , and the earthqliqUic intensity of this area is 7 . The specific alignment of the interconnecting road is located in rnc

39 south east part of Xfnlgtaicity wlhich is 10 kn far from the city wvithflat terrain . It goes throuQlgvast fann lands wlhich avoids inhabitalntdistricts as well as each environment sensitive points . There are no large rivers and rare animals in this districts.

2.2 Social Environment

Being located in the soutlhpart of Hebei province and the eastem foot of Taihang Mountain, Xingtai city is an ancient cultural city with old historv . Total urban construction area is 132 m- . In 1994 the total population of the city amounts to 449000 . At present , Xingtai city has developed into a new industrial city wvith heavy industries as mainstay such as energy , metallurgy , machiner7 textile . Agricultural areas are in the outskirts with main products as grain vegetable and dry and fresh fruit etc. In 1994 GNP reached 2.12 billion RMB , average GNP per capita amounted to 4722 RUB which was higher thaniaverage provincial level . Xingtai city enjoys advantageous geographical condition in the regard of traffic transportation . National highway 107 traverses Xingtai city from North to Soutlh, and .trunk highways such as Xingde , Xinghe, Xinglin . Xingzuo and Xingxi are taking Xingtai as the centre and radiate to outside direction . Beijing - Guangdong railway goes through the west part of Xingtai city.

2.3 Acoustic environment and Atmospheric Environment

The proposed intercoinecting road goes through the agricultural districts Ui the southeast part of Xingtai city . The acoustic environment quality is shown in table 4-3 , and the atmospheric environment quality is shown in table 4-4.

Monitoring Analysis of Noise Status Quo

Table 4-3 dB(A) No. Name of sensitive points Day Nigt 14# _kangzhuangpu 46.1 _ 34. 7 2# . 45.6 31.5

40 The Present Atmospheric Environment Monitoring Analysis

Table 4-4 Unit: mryn' CO NO\ Samplinlyg single value dailv average single value daily avera-e value value point Concentration Concentration Concentration Concentration ranie I______ranoe range range L KanlghluanQ<^y-0 15--58'- 1 0--2.04 o.003--035 O.OO5O .0 1

2# 0.15--5.73 1.42--2.15 0.003--0.041 0.010--0.01(

From the above monitored values it shows that the envirormnent background values of this area are very low and the envirounmenitqualities are very good witlhlarge capacity .

3. Enviroiunent 1inpact Prediction and Evaluation

3.1 National EnvironimentImpact Analvsis The impact to natural environment by construction of the intercoiunectillnT road are mainly shown in two aspects: farm land acquisition and loss of water and erosion of soil . Highway constructioni will have to acquire some lands and make a corridor on the flat and spacious lands . The contractors whose land have been occupied will certainly have some losses in economy , however through the land adjustnent by the govenmmentor arrangement of jobs for these contractors , they will be compensated or even their lives will be improved . The agricultural production losses due to land acquisitions are small comparative to the whole districts because of the short highway mileage (only 11.4 ln ) , however, the great development which has been brouglt to this districts by the construction of highway are immeasurable . The interconnecting road is located in plain areas with silt clay soil . The earth work will amount to 2857 m3 . Therefore, attentions shall be given to minimizing the loss of water and erosion of soil during constructioni . If the construction period is allowed, construction in July and August whiclh are concentrated with rainfalls shall be avoided . At the same time , the borrow pits and waste area shall be covered , and after the construction is over the site shall be returned for cultivation in order to avoid soil erosion .

3.2 Social Environment Impact Analysis (1) There are two districts and seventeen counties (cities ) iunderthe

441 jurisdiction of Xingtai city wvhichis the centre of politics , economy and culture . The constructioniof the proposed road will make a solution to the exist problem of Xingtai city. Which will make a good traffic foiundationfor future development and will also make a good promotion for outbotund economic development anid the strategy of cooperation in the east and development in the west. The construction of the hlighwaywill also mititate the urban area entrance traffic congestion and the velhicleswhich will go on Slii-An Expressway will no longierpass through the urban areas . And the traffic flows of the south industrial districts of Xingtai city will be diverted .

(2) Land acquisition and reallocation The total lands acquired for this project amount to 565 mu,of which cultivated lands 471.5 mu and demolished houses 420m2, therefore, the numbers of acquired lanidsand demolished houses are small. The lives of the affected farmers will not be in fluenced to great extent under the overall arrangements by the constraction departenets.

3.3. Acoustic Environment Impact Prediction and Evaluation DLrin' Operation Period

3.3.1 Acoustic environinent impact analysis during construction period (Refer to No.2 Intercoinecting Road 3.3.1)

3.3.2 Acoustic environment prediction and evaluation during operation period

(1) Prediction Model ( refer to NO.2 InterconmectingRoad EPA, 3.3.2 ( I))

(2) Based on the traffic volume prediction values as well as the higlhwav main teclhical index , terrain , land form characteristics, each parameter in the model has been carefully selected and determined . Prediction computations have been made on traffic noise during operation period and the results are shown in the following table:

42 South Xingtai Interchange (kO - k7+074) Traffic Noise Impact Prediction V'alues Table 4-5 _ dB(A Evaluation Time/Distance 20 50 100 120 1150 200 vear (m) __ 2000 Day 64.8 60.3 56.4 55.3 53.9 l Ni-h 1 58.3 53.8 49.8 48.8 47 4 4>5 0 2010 Day 67.2 62.7 58.7 57.6 56.3 -54. Nigh j 60.6 56.1 52.2 51.1 49.7 -4/c 9 2017 Day 68.6 64.1 60.2 59.1 57.7 55 o l___ Nidh 62] 57.6 53.6 52.5 51. 2 49.4 ||

South Xingtai Interchange (k7+074-kll+406) Traffic noise Impact Prediction Values Table 4-6 MdB(A) Evaluation Time/Distance 20 50 100 120 150 200 year (m) 2000 Day 62.7 58.2 54.2 53.1 51.8 49.9 Nigh 55.9 51.4 47.5 46.4 45.1 4 2010 Day 63.9 59.4 55.4 54.3 52.9 51.2 'l______Nigh 57.2 52.6 48.7 47.6 46.3 44. 112017 Day 65.3 60.8 56.8 55.7 54.4 52.6 Nigh 58.6 54.1 50.1 49.1 47.7 45.9

South Xingtai Interchange Acoustic Environment Quality Prediction At the Sensitive Points

Table 4-7 dB(A) Sensitive Distance | 2000year 2010year 2017year Points I _ '_I_I_1_1 Name (m) Day. Night Dav Night Dav ni uht K gzh- 160 52.8 46.7 54.0 47.5 54.9 48.1 1.

According to prediction computations, the acoustic enviromnent will be in accordance with the standard in the year 2017 for section kO-k7+074 and the distance is 20 m for day time, 70 m for night time ; For section k7+074- k1 1+406 , day 15m and night 40 m . During the far period in operation stage , the sensitive points are far from surpassing the standards according to " Tnuik Highway Both Sides ` standards and it is also in accordance wNith "Mixed Class II Area standard wliich shows that traffic noise has little 43 impact on the areas along the route.

3.4 AtmosphenrcEnvironument Impact Prediction and Evaluation

3.4.1 Atmospheric Environment Impact Analysis During Construction penod . (refer to No.2 Interconnecting Road 3.4.1 )

3.4.2 Atmosphenrc Environment Impact Prediction Evaluation During Operation Penrod

(I) Prediction model (refer to No.2 hiterconnecting Road, 3.4.2 (1))

(2) The prediction of atmosphenrc environment quality at both sides of the route is shown inlthe following table:

South Xingtai InterchangeInterconnecting Road No.1 CO Emission ConcentrationDiffusion Prediction (D type stability)At Each EvaluationYear

Table 4-8 mu/m' Evaluati Wind Time 20 50 100 120 150 200 on year direction Distance /Highway included angle l 00 Daily 0.0601 0.0447 0.0324 0.0293 0.0258 0.0216 average . l 2000 Peak 0.1442 0. 1073 0.0776 0.0703 0.0618 0.0519 900 Daily 0.0765 0.0542 0.0374 0.0334 0.0290 0.0 2 8 l avera2e I. . I I Peak- 0.1835 0. 1301 0.0897 0.0802 0.0695 0.0573 l 0o i Daily 0.1027 0.0764 0.0553 0.0501 0.0441 0.0370 average _ l 2010 P Peak 0.2406 0.1835 0.1328 0.1203 0.1059 0.0888 90' Daily 0.1307 0.0927 0.0639 0.0572 0.0496 0.0408 average Peak 0.3138 0.2224 0.1534 0.1372 0.1189 0.0979 00 Daily 0.1433 0.1067 0.0772 0.0699 0.0615 0.0516 average 2017 Peak 0.3440 0.2560 0.1853 0.1679 0.1477 0.1239 900 Daily 0.1824 0.1293 0.0892 0.0798 0.0692 0.0569 averaze I Peak 0.4378 0.3104 0.2140 0.J1915 0.1660 0.1367

44 South Xingtai Interchange Interconnecting Road No.2 CO Emission Concentration Diffusion Prediction (D type stabilinrv At Each Evaluation Year

Table 4-9 Unit:miynm Evalua Wind Time! 20 50 100 120 1S0 20u tion direction Distance year /Highway . included angle Dailv 0.0512 0.0381 0.0276 0.0250 0.0220 0.0185 averaLTe 2000 Peak 0.1230 0.0915 0.0662 0.0600 0.0528 004851i 90" Daily 0.0162 0.0462 0.0319 0.0285 0.0247 0°-024 averaLze , Peak 0.1565 0.1109 0.0765 0.0684 0.0593 0.0488 0o' Daily 0.0674 0.05020.0363 0.0329 0.0289 0.0243 averagge 2010 Peak 0.1618 0.1204 0.0872 0.0790 0.0695 0.0579 900 Daily 0.0058 0.0608 0.0419 0.0375 0.0325 0.0268 avera2e Peak 0.2060 0.1460 0.1007 0.0900 0.0781 0.064' . ot) Daily 0.0940 0.0700 0.0507 0.0459 0.0404 0.03'.3I averaLze 2017 Peak 0.2258 0.1680 0.1216 0.1102 0.0970 0.08091i 90" Daily 0.1197 0.0849 0.0585 0.0524 0.0453 0.03 74 averagLe ____... . Peak 0.2874 0.2037 0.1405 0.1256 0.1089 0.0898

45 South Xingtai Interchange Interconnecting Road No.1 NO, Emission Concentration Diffusion Prediction (D type stability) At Each Evaluation Year

Table 4-10 Unit- miam Evaluati Wind Time/ 20 50 100 120 150 200 on year direction Distance . /Highway included ane _ 00 Daily 0.008 0.007 0.005 0.004 0.004 0.003 average 2000 Peak 0:021 0.016 0.011 0.010 0.009 0.008 90" Daily 0.033 0.025 0.018 0.017 0.015 0.012 averaae Peak .0080 0.061 0.044 0.040 0.036 0.029 0, Daily 0.015 0.011 0.008 0.007 0.006 0.005 average 2010 Peak .0036 0.027 0.019 0.017 0.015 0.0]3 90° Daily 0.057 0.043 - 0.032 0.029 0.025 0.021 average l Peak 0.137 0.104 0.076 0.069 0.061 0.051 00 Daily 0.021 0.015 0.011 0.010 0.009 0.007 average 2017 Peak 0.049 0.037 0.027 0.244 0.021 0.018 90° Daily 0.079 0.060 0.044 .0040 0.035 0.029 average . . ..Peak______0,191 0.145 0.106 0.096 0.085 0072 .

46 South Xiiigtai liiterclianige InterconniiectiingRoad No.2 No, Emission Concentr-ationi Diffusion Prlediction (D type sta Ilili At Each Evaluation Year

Table 4-11 Unit: injy/1in Evaluati Wind Time/ 20 50 100 120 150 2n() on year direction Distance /Highway included ______angle h 01 Daily 0.007 0.005 0.004 0.003 0.003 0. ()(2| average I I 2000 Peak 0.018 0.013 0.010 0.008 0.007 0.006 90" Daily 0.028 0.022 0.016 0.014 0.013 0.011 average Peak 0.068 0.052 0.038 0.034 0.030 0.026 0(1 Daily 0.009 0.087 0.005 0 004 0 004 0.0(03 average I 2010 Peak 0.023 0.017 0.013 0.011 0.010 0(008 90" Daily 0.037 0.028 0.021 0.019 0.016 0.014 average I

.______Peak 0.090 0.068 0.049 0.045 0.040 0.034 00 Daily 0.014 0.010 0.007 0.006 0.006 0.005 average 2017 Peak 0.033 0.024 0.017 0.016 0.014 0.012 90° Daily 0.052 0.039 0.029 0.026 0.023 0.020 average Peak 0.125 0.095 0.069 0.063 0 056 0 0.17 I

47, South Xingtai Interchange Interconnecting Road No.A Atmospheric Environmenit Quality Along the Rouite

Table 4-12 Unit:mg/&in Name Evaluation Traffic Concentration Concentra- Anytime Daily average of year Condition at 20m tion At lOOm concentration limei I Polluta (mg/m') (mig/mn) meetinii concentralioin nts standard meetiil distance (in) standaridI dlistaiice i m)} 2000 Peak 3.018 3.985 10 i I , Daily 1.864 1.784 average . _!| CO 2010 Peak 3.227 3.093 10 Daily 1.820 1.759 JO average I 2017 Peak 3.340 3.149 10 Daily 1.863 1.783 1( ______average _ _ . __ 2000 Peak 0.071 0.048 10 Daily 0.034 0.025 I 0 average NO, 2010 Peak 0.106 0.068 10 Daily 0.049 0.033 10 average _ ___ 2017 Peak 0.141 0 086 10 Daily 0.063 0.041 10 avera(e

48 South Xingtai Interchange Interconnecting Road No.2 Atmospheric EiivironimenitQuality Along the Route

Table 4-13 Unit:nin Name Evaluation Traffic Concentration Concentra- Anytime Daily average of year Condition at 20m tion At lOOm concentration tinie Polluta (mg/m-') (mg/rnm) meeting concentration| nts standard meeting distance (m) standard ______. ______distance (mi) 2000 Peak 3.090 3.021 10 Daily 1.734 1.764 10 average l CO 2010 Peak 3.134 3.044 10 Daily 1.809 1.773 10 average 2017 Peak 3.207 3.081 10 _ Daily 1.939 1.789 10 average . I 2000 Peak 0.063 0.044 10 Daily 0.030 0.023 10 average I NO, 2010 Peak 0.076 0.051 10. Daily 0.036 0.026 10 average 2017 Peak 0.099 0.063 10 Daily 0.046 0.031 10 )._ = ._ I average I

Atmosplieric PollutioniPrediction At Main Sensitive Points

Table 4-14 Unit:mg/m- Sensitive Distance Evaluati Traffic CO Meeting NO. Meeting points on year condition concentrati standard concentra- Stan(lai-d on tion prediction prediction 2010 peak 3.062 / 0.058 v Kang- 160m daily 1.747 v/ 0.(29 zhuangpu . average 2017 peak 3.107 / 0.073 v daily 1.765 0.035 /

Note: "/" stands for being in accordalice with the standard .

49 Thie prediction data shiow that CO and NO, conicentrationisat Cach evaluation year at 10 in from the route are in accordanice .vithistate Atmosplheric Enviroii-nmenitQuality Class II Standard . The maia sensitlc point-kangzhuangpu , atmosplhericenvironiment quality is also mieetingl1the state Atmosplieric Environment Class 11Stanidard . In the "Ninthi Five-Yearl Plaii " the state is planined to improve the oil ingredienits , therefore (lie pollutants in the velicle exlhaust gases will be reduced . Tlieeloeie [Ihle proposed road has little impact to atmospheric environment along the rotite durinigoperation stage .

4. EnvironiuienitProtectioni Measures and Suggestiolis

4.1 Enviro-nmenitProtectioni imieasuresand suggestions durinlg constirictioln stage .

(I) If there are inhlabitanitarea arouLidthe conistiructioinsite , work wvillIbc prolhibitedat nighit (22:00-6:00);

(2) Laige construictionsite selectiojnshall be 200m from the inihabitanilarcas (especially oni leewaard);

(3) The constructionisite shall be watered frequently to prevent dust and(tlhe transport vehiiclesshall be covered with canvas .

4.2 Eniviro-nment Protection Measures anid Suggestions Durinig Operanlll Stage.

(I ) New schools , hospitals and inihabitanitlocations shall not be constr-ticie(d within IOOim at botlhsides of thieroad

(2) Environment protection laws and regulations shall be perfected and excited and noni-coilformanicevehicles shall not be allowed for passinlg .

5. Conclusion:

The environimenitstatus quo quality along the route is very good and(i[ilC atmosphieric noise background is very low wlichi provi(tes 1;neec enviromiient capacity . Alter it is opened to traffic , little impacts wili l)c caused to environment along the route according to predictions . Thlefast developmenit of traffic industry will greatly improve the traispoilts envir-onmentof the living quarters whichiin turn will bring better economiiic and environmental benefits .

50 __ -S.- 'I ."~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~fl~~j~-

XiniotaiSoutht Initerchaniec Link Road /

N-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

* . gta rJcI('' - ~~2'

_:-A,it- ii IC Li Ii, ~~~~~~~~~ 1.IC K'~0,: I'ART V' Nciqiu Interchanlge litercoiiiiectiEIg Road EIA

51 F w t~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ PROJECT DESCRIPTION

1.1 Project Significanice:

The existing line is a Class Ill, counity-levelroad whicil hias a StIhgr)eld width of 8 metres and a pavemenitwidth of 6 metres. It passes trilouglh many villages aid towns with heavy urbanizationiand bad conditiols. [hlle road is very importaut to the out-bounidedcoal transportatiol fir-oiiShalxi Provinice, It is also very importanit to the development of resotirces ill mounitainiswest of Neiqiu Counity by providing a smoothi anid iIflI)-roved access to the Expressway.

1.2 Aligiurent and Major Control Points:

The west end of the alignment east of the grade-separationl between the South Ring Road in Neiqiu Counity and the existing National Highiway 107. It passes eastward by the villages of Dalianig, Xiaolialg. Xiaoliu and Xizhangima, and coniects with the Shijiazhiuang-AiYanug Expressway at tile Norilt Zhangma Inter-clianige,totaling 6. 131 km.

1.3 Traffic Forecast:

Please refer to Table 6-1 for the details of traffic forecast.

TRAFFIC FORECAST

Table 5-1 Conivertedto medium-sized vehicle (unit:veh /dav) Year 2000 2010 2017 Longyao 4306 7228 9511 Initercliaiige-Neii

1.4 Coinst-tictioniScale anidMajor Technical and Economic Inidices:

Work Quantities and Major Technical Indices

52 Table 5-2 No. Iiidex Un_it Quantity I Aligiimueiitlenigtli Kmii 6.131 ______Class of Road Class ll 3 Design VelhicleSpeed Knm/lh 80 4 Subgrade Widtlh In 15(3.231)/(2.7) 5 PavemenitWidtl In 12(3 23 l)/(2.9)) 6 Design Velicle Load Triik-20. Trailer-I 0()

Total investmenitfor the Project is estimated to be RMB Y I . I S I l Mllion (proposed to use World Bank loani 4.36 million yuan and sell'- raised 6.8208 millioniyuani) .The average cost is 1.824 millioniyviain per km. Constructioni is plained to be commenced in 1997 anid to bc csompletedtogether witlh thie Sli-An Expressway during the first part ol' 1998,the COnlStlruCtiOnlperiod being one (I) year.

1.5 Analysis of Major EnviroinmenitalImpact Factors:

Certailn impact on natural environrmentas well as social envir-onllimelit would be caused duriiig the design, construction and operationi of tile project. Major negative impact of the project engineering activities ol1 the enviroinmenitalong the project aligunient are as follows:

Desigin pilase: Demolition and remilovaland resettlemenitof residenits. cliiam- to current status of land r esource; ConstrUCtiolplhase: Clhangesof natural enviroinmenltalong the aligniinent(dtic to en,ginieeringactivities, occupation of farm land, alndconstruictioni iloise and pollutioll; Operation phase: Emission of tail exhaust due to traffic flow and traffic n1oise.

2. CURRENT STATUS OF ENVIRONMENT AND ENVIRONMENTAL ASSESSMENT

2. 1 Curienit Statiusof Natur-alEnvir-onimenit:

Thie project area is located at the north of Xingtai City and the east ol' Taihang Mountain Mountainiousarea, rolliiig terrain and plain accounit seperately for 42%, 30% and 28% of the county's total area. Neiqiu Counly belongs to continenital climate of temperate zone . The soil resotiu-ce. basically clay i naiture,is abundant along the alignment.

Agricultire is dominant along the project area with some deci(dtiotis broadleaf trees scattered over the vast plain. Rare aniimalsand plants llavc not beenifound in this area.

2.2 Current Status and Analysis of Social Environiment

Neiqiu Counity,where the project is located, lias an area of 775 sq.klm in whichi, 276,000 mui is cultivated land, The total poptilation s 250,0(0) in 1995, 2 10,200 of wilichi is agricultural populationi, and 39,800 is non11- agricultural. Coal mining and chemical fertilizer are the main induistries. Sorghum, sweet potato and whieat accouLit for lhalf of the growing area. Cotton is the major cash crop. On the basis of agricultural developimient forestry, animal husbandly and side occupation are also greatly encouraged.

Thie 1995 GNP is 584 million yuan. The average increase is 33.4%o anuually during the EighithiFive Year Plan, In the NinthiFive Year P'lallanid by the year 201 0, Neiqiu County, still keeping agriculture as the mainistay, will focus its attentionioni the development of townslip enterprises in order to speed up industrializationiand urbanization. It is estimated that, by 2000. the GNP will reach 1310 million yuan, with an anuLualincrease rate ol 23.4%, and will remain an increase of 15% from the year 2000 on. By 20 10, the GNP will reach 4608 million yuan.

2.3 CurTent Status and Analysis of Noise Environiment:

Several small villages along the interconunectingare directly carousel. Silce the road is only 6.2 km long, two monitoring stations were set ulp at Dalianig Village anidXizhangmna Village. The results (1#: 42.6dB in the dav time and 38.6dB at night; 2#: 47.0dB in the day time and 44.0dB at ni1i1tX show that the noise level is below the standards (for class II mixed area, time standaid is 6OdB(A)for the day time and 5OdB(A)for the niglt).

2.4 Current Status and Assessmeint of AtmosplhericEnvironimeit:

Sinice this linkage road is far from cities and towns, there I no reguilar monitoring records for this area. Therefore, two monitoring stations were set up (at the same locations as the noise monitoringstations). The IniOnitorilnt results are: 1# daily average density is 0.97mig/Nm3for CO and 54 0.01 9ing/Nm' for NO,, 2#: daily average density is I .30mg/Nmn'for CO allnd 0.024mg/Nn-' for NO,.

The uLpper-linit set by the ProvinicialEnvir-onimiienital Protectioll Ii cauI is 4.00nmg/n3 for Co and 0. 10mg/Orn'for NO,. By coinparison, the densis ol CO and NO, along the )roject area is below the standar-ds.

3. FORECAST AND ASSESSMENT OF ENVIRONMENTAL IMPACVF

3.1 Assessment of Impact on Natural Environimenltal:

Digging and filling of thiegroulid are uniavoidablefor highiwayprojects. so the construictioniactivities will clhangethe original natural landscape and land surface in a certain degree.

The impacts of the project oii agriculture ecology are mainly cause(d by pennanent land acquisition and chiange of irrigation system. AlthloughlkindC resource is abundanitin Nortlh ClhinaPlain, the average land per capita is (qiuite low taking Clhina as a whole. It is the State policy to protect eachi inclc ol cultivated land, so the project shoUld try to avoid cultivated land or try to acquire ctiltivated land as little as possible. The constrtictioniof higihlwayswill also influemicethe originialiirigation systems. To reduce the impact on tlis, it Is important to try to avoid wells and irTigationicanals duLingalignillelit :selection, anidto allow enouglhculveits and overpasses to guarantee the normnaloperatlio of irrigationl systems.

3.2 Assessment of Impact on Social Environmnent:

(I )Improvement of the existing highiway shiall greatly improve tratfic conditionis, enhiance social economic development and raise people's 1ivilnt standard. Econiomic development could solve the problem of farni surpltis labor.

(2)With tile improvemiienitof transportationi conditions, tradinig betwveen country and city will be lacilitated, thius turninigthe abunidantagriciltiLual and sideline products into commodities, satisfy'ingtile needs of city liliabitants aln increasing the income of thievillagers.

At thle same tine, development of transportation can also hielp develop infrastiictiue like energy, telecommuniicationi,culture, educationi as well as hiygienecourse, thuddinigimprovinig the quality of people's life.

55 (3) Land acquisitioniand reallocation The total laids acquired amountto 233.04 mu ,of whIichcultivated lands 201.24 mu and demolislied hLouses 7872.577m2, Regarding the Land acquisition and demolition,compensations shiallbe lianidedout iniaccordanwce with the relevant documents issued by provincial govenimenit, prefecturial and counity departments so as to guaranitee the living standards of tlle affectedpeople.

3.3 Assessment of Impact on1Noise Environmenit:

3.3.1 limpacton Noise Envirolnmentduring Constnictioni Plhase Please refer to 3.3.1 of Part II for details.

3.3.2 Impact on Noise Enviromnental Impact during Operation Pliase

(l) Pleaserefer to 3.3.2(1) of Part lI for forecast modules. (2) Parametersused in the calculationiare determinedby refellilngto the special enigineeringconditions of this linkageroad.

Neiqiu Interchange Interconnecting Road Forecast Value of Traffic Noise at Different Year of Assessment Table 5-3 Ulnit:dB(A) Year Time/Distance 20 50 100 120 150 200

2000 Day 61.2 56.7 52.7 51.5 50.3 48.5 Night 54.5 49.9 46.9 44.9 43.6 41.8 2010 Day 63.7 59.2 55.3 54.2 52.8 51.1 Night 57.0 52.5 48.6 47.6 46.1 - 44.3 2017 . Day 64.6 60.1 562 55.1 53.6 51.8 Night 57.9534 49.5 48.4 47.0 45.2

Neiqiu Interchange Interconnecting Road Distance for Reaching Standard at Different Operation Phase

Table 5-4 Year 2000 2010 2017 Day time IOm l Om 1OmGm Niph time 20m 30m 40m 1

56 Neiqiu Intercliailge Interconnecting Road Forecast of Noise Environment Quality of Major Sensitive Points

Table 5-5 Unit:dB(A) Seiisitive Distance iffjf7t 2000year 201Oyear 2017year| poilit l Name (in) Day NighitDay Night Day Nighit Day Night time Time time Time time Time time Tilime Xizhangma 100 70 55 53.4 48.9 55.4 51.5 56.2 51.3 village(I #) Daliang 50 70 55 57.1 51.7 59.3 53.0 60.1 56.1 village(2#) _

Forecast data shows that noise at different sensitive poinltswill tlot exceed the criteria of both sides of trunk road at different operation period, except Daliang village2#sensitive poiit where the future(2017) forecast for tlheiiili time is I. ldB(A) higher-thian the standard. But basically the results shiowI hat there will be relatively little impact on the noise environimienitalter flle completioniof the project.

3.4 Forecast and Assessmentof Air EnvironimTeit

3.4.1 limpacton air envirominilentduring conistruction pliase Pleaser efer to 3.4.1 of Part 11for details.

3.4.2 Impacton Enviroinmelitduring Operation Phase

Alter comzpletion)of the interconinectinigroad and during the operation phase, the major pollutanitswill be tail gas from vehicles, so the factols of forecast are CO and NO, and the forcastedyears are 2000 , 2010 anicd20) 7.

(I) ForecastModules: Please refer lo3.4.2 (1) of Part ILfor (etailis.

(2) Table 5-6 and 5-7 show the forecastedvalues of CO and NO\ iind Table 5-8 sliows the quality of the atmospheric.

57 Neiqiu Interchange InterconnectinigRoad Forecast of CO Emissioii Consistenlcyand DiffLsion at Different Evaluated Year(D Type Steadiness)

Table 5-6 Unit:inwi Year Angleof Time / 20 50 100 120 150 2(0 WindDirc. Distance with Road _ _ _ 00 Peak bour 0.088 0.065 0.047 0.043 0.037 0.032 2000 Daily 0.037 0.027 0.019 0.018 0.016 0.013 average _ . 900) Peak lhour 0.084 0.063 0.047 0.042 0.037 0.03o Daily 0.035 0.027 0.019 0.017 0.016 0.013 average 00 Peak lhour 0.157 0.116 0.085 0.077 0.067 0.056 2010 Daily 0.065 0.049 0.035 0.032 0.028 0.024 average 90" Peaklhour 0.150 0.114 0.084 0.076 0.067 0.056 Daily 0.063 0.048 0.035 0.032 0.028 0.023 average 0" Peak hour 0.193 0.144 0.104 0.094 0.083 0.069o 2017 Daily 0.080 0.059 0.043 0.039 0.035 0.029 average 90" Peak hour 0.185 0.140 0.103 0.093 0.082 0.09 Daily 0.077 0.058 0.043 0.039 0.034 0.029 .____ average

58 Neiqiu Interchange liiterconniectingRoad Forecast of NO, emissioniConsistency and Diffiusioi at DiffereintEvaluated Year(D type Steadiness)

Table 5-7 - - Unit:- Year Angle of Tiiie/ 20 50 100 120 ISOs( )( WindDirc. Distance with Road 0"i Peak lhour 0.051 0.037 0.026 0.024 0.021 oK 2000 Daily 0.025 0.015 0.011 0.010 0.009 o average _ 90') Peakhour.- 0.048 0.037 0.027 0.025 0.022 I (s Daily 0.020 0.015 0.011 0.010 0.009 01007 average 0" P'eakhour 0.091 0.067 0.049 0.044 0.039 0.032| 2010 Daily 0.037 0.028 0.020 0.018 0.016 o oI.- average_. 90" Peak hour 0.088 0.066 0.048 0.044 0.038 0 (02 Daily 0.036 0.027 0.020 0.018 0.016 0 o I .____ avera"e 0il Peak hour 0.112 0.083 0.060 0.054 0.048 0.C40 2017 Daily 0.046 0.034 0.025 0.022 0.020 0.0 I | average 90" Peak hour 0.107 0.081 0.059 0.054 0.047 0.04f) Daily 0.044 0.034 0.025 0.022 0.019 o.4)1i

. _ . averg_ e -

59) Neiqiu Intercliange Interconnecting Road Air Environmental Quality along Proposed Pro'ject

Table 5-8 UIhit:ngI Pollu- Year Traffic Density from Density from Distance of Distan)ceof' tions Condi- 20m (mg/rn3 ) I 0Om(mg/m 3) anytime(m) Dailv tion Avera(,e (i) 2000 Peak 1.388 2-320 10 hour Daily 1.005 2.280 1) average CO 2010 Peak 0.457 3.330 10 hour Daily 1.033 3.260 I ( average 2017 Peak 1.493 3.460 10 hour Daily 1.163 3.450 10 ______average _ 2000 Peak 0.062 0.035 10 hour Daily 0.053 0.033 10 average_ NO, 2010 Peak 0.092 0.060 10 hour I Daily 0.080 0.058 10 average_ 2017 Peak 0.106 0.084 10 hour . Daily 0.lOS 0.084 SC0

(3) Analysis of the Results: Table 5-6 , 5-7 and 5-8 show that the imipact of vehicle waste gas CO and NO, oii tle sulrotundinigenvironmenit is mlillOr. With the implementationi of the State's techniical policies, vehicles will tudertake technlical innovationi, and at the same time in "Ninetli Five-Year Plan " fuel quiality will be improved. All this will contribute to less tail-gas pollutionin the ftiture.

(4) Forecast at Sensitive Points: Please see Table 5-9 for details..

6() Neiqiu lntercliange Intercoinnectinig Road Forecast of Air Pollution at Sensitive Point

Table 5-9 Ullit:cilw/iii Sensitive Distance Year of Traffic Forecast of Status of Forecast Status ol point assess- condi- CO being up of NO, beillnguI' ment tion consis-tency to consistency to standard standard 2000 Peak 1.347 / 0.025-0.040 V hour Daily 0.989 0.024-0.038 average _ Xizhang 100m 2010 Peak 1.385 / 0.045-0.070 v ma hour village Daily 1.005 / 0.044-0.068 v average . 2017 Peak 1.404 / 0.069-0.094 hiour l Daily 1.013 v 0.069-0.094 V average I 2000 Peak 1.365 / 0.033-0.050 hiour Daily 0.997 / 0.032-0.048 v Dialiang average l som 2010 Peak 1.416 / 0.055-0.080 hiour _ _ _ _

village Daily 1.018 ' 0.054-0.078 v average 2017 Peak 1.444 / 0.079-0.104 v hlour Daily 1.028 / 0.079-0.104 x average Note: "-/" stands for BEING UP TO STANDARD. x stands for BEING NOT UP TO STANDARD.

Conclusion: The daily average value of NO, is a little bit above the standard in the future forecast (2017) wvhileall the others being uider the standards. 'File forecasted values of CO and NOx are below the standard of air environmental quality of set by the State.

4. ENVIRONMENTAL PROTECTION MEASURES AND RECOMMENDATIONS

61 4.1 Measures and Recoimimienidationisfor Construction Pliase:

(1)Waste land shiould be used as muchi as possible for bol-ow pits. Effective measures should be taken to decrease sil erosioni.No waste earith or stones shoUld be discarded at ranidom. Vegetationi sh.ould be recovered in time.

(2) Construction and operationiof plants shiouldstop during the rest time ol' local residents. Conistrtictionis not allowed from 22:00 to 6:00 to ensure tilat local residents could have good rest.

(3) Storage of constrtictioniplants is better to be at 200m away (downwind( direction) from the living quarters of local residents.

(4) Water spriniiers shiall be provided at the construction site to reduce dust pollution. trucks for transporting construction materials shiallbe covered with covering materials to avoid leakage.

4.2 Measures and Recoimnendationisat Operation Phase:

(1) Since the village of Dialiang is near to the proposed project(abouLt50 metres), it is recommended to strengthien the monitoring of noise anid atmosphere during the operation phase, and adopt measures according to the nonitoring results;

(2)It is recommended that no new schools, residential quarters or lhospitals be built withliin50m at botlhside of the proposed road.

5. CONCLUSION

5.1 CurTentStatus of EnviroinmentalQuality:

Natural envirotunenitin the project area is simple. Agricultural ecology takes the leading role. There is no rare animals or plants fotnd. Theerear-e 0lo major industrial or mining enterprises due to poor communications . Currenit status of sounLdenviromnent is fine and so is the air environimentalquality.

5.2 Construction Pliase:

Since damage to surface vegetation is unavoidable during construction

62 phase, it is important to recover it after constructioni. Proper measuri-esshaill have to be taken to deal with noise and TSP produced by constnictioniactivities so as to ensule the healtlhof local residents and constntctionlworkers.

5.3 Operation Pliase:

Land must be retumnedto farming as soon as possible after construlction. Greening must be done to -reduce erosion of soil along the road. For Villake of' Dialiang, wlich is near to the road, it is recommended to adopt some nmeastires. namely hiiglhfence walls and planting trees and othlermanagemenlt technliulle. lo reduce noise and air pollutioni.

In a word, the proposed project will certainly facilitate tihe social economic development of the project area, and at the same time, will impose certain impact on thieenvironment. However, if the above recommendations al-e observed strictly, pollution caused by constructioniand vehicles can be avoided. So the Neiqiu lnterchainge Interconniiecting Road is feasible lri-oii tile environmental point of view.

63 endpolnt

"h- road On of ong, > I j v)5, LE > eCcms" rt - .;J." " ,V) rp ro .17 V

startpoint(K 0 0 0 0)

new route J. e .14 -CO

J T)I A ------JT)3 ...

J.' S?: 17,

A Jj ,0

Geograplti' Location of t] Link I I PART VI

GAOGYIINTERCHANGE GAOYI AND BAIXIANG BORDER TO NINGJIN INTERCONNECTING ROAD EIA

(.4

1. PROJECT DESCRIPTION

1.1 Constiuction Necessity

The existing highway is a Class III road witli tihepavement 6miwvide ;i)d the subgrade 8.5rn wide. Coingestionof the overall existing highway reachies 1.5 due to thie low standard of pavement, severe deterioration of base couirse and deniselycoverage of grooves the area of wlicih reachies about 50 SiiceS. this road can not meet tile requirement of local econiomic developiniiie improvemenitis indispenisable.

1.2 Aligunmentand Major Control Points

Totalinig 22.0511km,tilis interconnecting road locates at the southl of' llebei Provinice . It starts fioi tile xvest of Nanhui Village at tihe border of Gaovi County (K9+107)aiid Baixiang County, goes east via Xisu Village, Villaizes of Nansu, l-Iequ and Donignanof Ningjin County and terminates at Natioiial Highway 308.

1.3 Traffic For-ecast

Please r efer to Table 6-1 for the details of traffic forecast.

TRAFFIC FORECAST

Table 6-l (Converted to meditiumisize buis veli./day) Year 2000 2010 f 2017 Traffic voluLime 3602 6447 8483

1.4 ConstlructionScale and Major Technical indices

The Project shall be constructed as a Class 11Highway in accordmice with the TECHNICAL CRITERIA FOR HI-GHWAY ENGINEERING issued bv MOC. Subgrade shiallbe 12m wide and pavement shall be 9in ilde. Please reter to Table 6-2 foi thlemajor teciilical indices.

65 Major Techlnical Indices Table 6-2 No. lIlcex Ulnit Quniiiitv Legthi Kmi 22.051 2 Design vehicle speed Km/h 8() 3 Subgrade widthi In 12-15 4 Pavement width In 9-12 5 Design velicle load Truick-2)* Trailer- I0(1 6 MaximumL11Io0igitudinal I .58 grade

Total investimienitfoi the lProjectis planinedto be RMB Y 4722.0mnilliol . Constnictionisliall be commenced in 1997 withia constructioll period of one II year.

1.5 Analysis of Major Environmental Impact Facto rs

Negative impact oni niaLulalenvironimenit as well as social enivirolllieiln would be caused durilg tihedesign, constructionland operation of the Plro ject. Please refer- to Table 6-3 lor the analysis of major enviroimnenitalimpact factors.

!6 Identification of Environmental nimpactFactors ol tile Pro,jt v

Table 6-3 No. Activities influencin, environmental Potential impact onienvironil iwcnll resources and value I ENGINEERING DESIGN PHASE I Change of current hydrological status Flood discharge and irrigation 2 Demolition and resident removal Interference to local resid(enits 3 Reduction to land application value Reduction to land econiomlic benefit 4 Cliane of land resource status Loss of laud resource 11 CONSTRUCTION PtASE I Soil erosion at filling and cut place Destroy of surface vegetationi and deterioration of habitat fovrliinI U thin,gs 2 Transportation and mixing of Production of dust and pollution construction material of atmospheric environmenitt 3 Noise produced by construction plants Harm of noise to schoois andI residents 4 Construction vehicles Disruption to existing traffic oricl-r 5 Domestic sewage produced bv Temporary pollution to rivelr

______constructionunlit water Hi ____ OPERATION lI-IASE _I I Interferenceof traflic noise Impact on resident's liealtl 2 Pollutionof tail exhaust emissionto Impacton resident's hiealth atmosphere .3 Cutoffof highways Interferenceto normal communicationsof residienits

Major negative impact of the project enigineeriing activities omi (lie environimenitalong the project alignmenitare as follows:

Design p)hase: Demolition and removal anid resettlemiienit oi residenits,chiange to cuLTenitstatus of land resour-ce Construction phase: Chaniges of natural enivironimientalong thlie alignment due to enginieerinig activities, occupation of farim lanid an1d construction noise and pQlIlutioln Operation phase: Emission of tail exihaust diue to traffic lloxv :mii traffic noise

2. CURRENT STATUS OF ENVIRONMENT AND ENVIRONMENTAL ASSESSMENT

(,7 2.1 Current Status of Natural Environment

The Project area belongs to alluvial plaini of Tailiang Mountain witlh low and flat terrain inclininigfrom the nortlhwestto southeast. Natural fall ol'tllis area is 0.1 percent and the elevatioinis 25-35in. The Project area belongs to conitinenitalclimate of temperate zone with the annual average temperaturi-eof 12.5°C and the annual average precipitation of 488.40mnm which usLuallv happens from Jule to August. Maximum freezing depth is 53cm with a fieezing period of 70 days and noni-frostperiod of 95 days. Feasibility Study slhowsthat the seismic intensity of this area is 7. Conditions of grouLndsurface are fine since soil types are distinguislhedas sandy soil and loam.

2.2 Current Status and Analysis of Social Environment

2.2.1 Current Status of Social Environment

The Project locates in Ningjin County at the nortlheastof Xingtai City. Area directly influtenced is 1107 sq.km and population directly affected is 700,000. Area of cultivated land influenced is 822 sq.lcm. AbuLldanitiII natLral resources, crops of Ningnin County are various with the major ones are wheat, corn, millet, Chinese sorghum, cottoin and peanut. Furtlhenirore, this cotunityis also the production base of wheat anidgood quality pears. Stone pile, wlhichhas been exploited, is the main mineral resource anid its reserve is rich. lindustriesin this cotnty incltudeprocessing of farm by-products, electric cables, constructioni materials, machinery processing, costume, clotlh and cheemistries,etc with prominent economy of townslhipenterprises. In the yeal 1995, the gross natural product (GNP) was RMB Y 1750 million and gross output value of industry over township level was RMB Y 625 millioln.

2.2.2 Conditions of Existing Traffic and Suspending Problems

Since there is no railway in Ningjin County, transportationiof passengel- and freight mainly rely on lighways. Nationialhiglhways in this COuLntyinclutde NH 308, provincial highways include Ning-Chang Highway and cotilitv higliways include Ning-Gao Higlhwayand Ning-Xin Highway. Road netwol-k has been fonned and' each township is accessible to paved road villages accessible to paved roads have reached 80%. Yet standard of the existing r oad is low and conditions are poor wlhich cause severe traffic congestioni and accident. Tlbus, constructioni of traffic infrastnmctureis the only way to solve the existing problem. 68 2.2.3 Cultural Relics

Feasibility Study shows that there are no major remains of cultural relics discovered along the Project area.

2.3 Current Status and Analysis of Noise Envir-oniment

Tlhere are no relativel) laiger enterprises along the project arca. Thie proposed project is to improve tihe existing Class 111road. Field investl, t io(I and monitoring shows tihatthe day-and-nighitnoise valiueof the area at the si(des of the project is 45.1-48.7 dB(A) and tilat at night is 35.5-45.7dB(A). Ilcase refer to Table 6-4 for the sensitive place of noise en1vironimlenitwithiln 2 00ito lo the project. Gaoyi Interchange Interconnecting Road Major sensitive point of noise ejivironment Table 64 No. Statioll SensitivePoint Distance lo Road Scale EnvironmentalFcalurcs I ______Cenire(ni) (110.) I= Kl(K + 100 Nanjiang Village 19() 70 Plain. farii landc 2 K21 + 000 Hequ Township 9( . 150 Plain. farmlandc 3 K27 + 400z) Yanjiazilutang Il10 60 Palin. Farmland

V illagc ______

Gaoyi Interchange Interconnecting Road MoniitoringData of Current Status of Noise Enviroiinmeiit

Table 6-5 dB(A) No. Station Sensiti-cPoinl Distanecto Road Dav Night Noisc )rigin .______Centre(im) I KIK + l10 NanjiangVillage 190 45.1 35.3 Noiscprodutced ______~~~~~~~~~~~~~~~~~by_Jiv_iniŽ 2 K21 + 000 Hequ Townsisip 90 48.7 45.7 NoiscprodiICC(d l .. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~b!-li%ilw, 3 K27 + 40JO Yanjiazhiualig 1I(1 47.3 44.3 Noiscpro(lucca I______Vill.agc l,' liUf,,l I 4 K20 + I 00 ExistinigHighway .0 61.5 50._) Noisc produccdll - by trallic jj

Monitoring data shiowsthat conditions of noise environment along the project area are good.

2.4 Current Status and Assessment of Air Environment

4})t At both sides of the project are mainly villages and vast open area of'iah land. Quality monitoring of currenit statLisof air environmenitis carries otit oni the major sensitive poinis and monitoringresults sliow that air envil-onimemetill the project area is fine. Please refer to Table 6-6 for details.

Gaoyi Interchange Interconnecting Road Monitoring Data of Current Status of Air Environment

Table 6-6 I_____ CO NO, Sampling Value of Average daily Average Value of Average daily Average point one time value value of five one time value value of live

.______days _ days Density Density (mg/nm) Density Density (m^/l'f) Nanjiang 0.79-2.10 0.80-1.60 1.35 0.011-0.065 0.023-0.047 0.028 Village Hequ 0.33-3.10 0.58-2.57 1.83 0.023-0.068 0.031-0.053 0.03.6 Townshipp l Yanjiazhua 0.62-1.81 0.65-1.717 0.71 0.010-0.028 0.018-0.025 0.023

ng V illage ______

III. FORECAST AND ASSESSMENT OF ENVIRONMENNTAL IMPACT

3.1 Assessment of Natural Environmental Impact

Sinice the project is to improve and expand the existing Class Ill Higlhway,there slhallnot be muclhimpact of engineering activities on the natural terrain and topography of the project area. Yet waste water as well as sewvage water produced by the administration of construction and living of constructioni team shall caiuse pollution to surface water. As far as bridge structures are concerned, pollution to river water could be avoided if construction behavior-is controlled. There would be no apparent change to the quality of river water due to the small amounit of sewage water produced by the living of construtctioln teams and the impact is temporary. Thouglhsome fann land would be occupie(d because of the expansioniof the existing road, there would not be much imnpact on the agricultural irrigation system since the amount of land occupation is small. Impact on soil erosion is small, too.

3.2 Assessment of Social Environmental Impact

70 (1) improvemenitof the existing lighiway slhall greatly improve Wraflc conditions, enhdancesocial economic development and raise people's livilng standard. Economic develop,Lmenitcould solve tile problem of fann surpluslabolr At the same time, development of eniergy, lelecommniujication.ciliurl-C. educationl as well as hygieniecourse shiallbe enihanicedand envir-onmiilenitCould be beautified. Occupationiol farmnland and demolition of structules silil I)c as less as possible. Based on the NO. 117 DOCUMENT of the pi-ovilnce. detailed compensation and resettlement plan have been drwan wiichi shall nlot influenicethe living of people affected.

(2) Land acquisition and reallocation The total lands acquired for this project amount to 701.3 inu,of \vhic1 cultivated lands 521.8 mu and demolished hlouses31181m12, rhis worik shiall be carried out iniaccordamicewithi the relevant documenits issuedl 1X! Provincial governmnentand prefactLiraland county depaltments . so als to avoid affectingthe living stanidardsof the affected people.

3.3 Assessment of Noise Environmental Impact

3.3.1 Assessment of Noise Environmental Impact of Constructioni l'h;.se

Please refer to 3.3.1 of ll [or details.

3.3.2 Assessment of Noise Environinetital Impact of Operation Phase

(I) Please refer to 3.3.2(1) for patten of forecast. (2) Calculated parameters of traffic noise origini, vehitcle speed anl road structures are determined based onispecial highiwayenginieering coniditionis. Please refer to Table 6-7 for the forecast value of traffic noise at differenit vear of assessimenitfor the proposed project.

Gaoyi Interchange Interconnecting Road Forecast Value of traffic Noise at Different Year of Assessment

Table 6-7_ Unit.dB(A) Time\ 20 .5( I 120 15t 200) Year Distancc 2000) Daline 61.1) 560 52.3 5(.8 49.3 47 7 Niglit tinme 54.2 48.6 44.8 43.2 42:0 40. 7 2010 Da time 63.7 58.6- 54.9 53.4 51.9? s ______Night time 56.8 51.2 47.4 45.8 44.6 43. 2017 Da!ytime 64.6 59.5 55.8 54.3 52.8XI 2 . . Nighttime 57.7 52.1 48.3 46.7 45.5 44.2

71 I r Gaoyi Intercilange Interconnecting Roadl Distance for r eaching standard at (liffeirent operatioll phase

Table 6-8 I ear 2000 2010 2017 Day time . 101 I Omn i ()

htme loll 25m 40w

Gaoyi Iintelrcliaiigelnterconiiecting Roa(d Forecast of Noise envir-onmentalQuality of Major Sensitive l'oiiit

Table 6-9 _dB(A) Sensi- Distance Yeir 2000 Year 20 10 Year- IO . tive Point (in) Day Night Day time Night Day NIi t tiime time time time timiie Nanjiang 190 49.8 41.9 51.3 44.3 51.6 44.9

Hequ 90 54.6 48.6 55.1 49.7 56.2 50.3 Towni-

ship .______Yajiiia- 110 53.5 47.9 54.8 50.3 55.8 5 1Io

Village ______

Forecast data sliows that noise at different sensitive poilnts will nlol exceed the criteria of bothi sides of tntiik road at different operation period. Noise at operation period is predicted based on1the ciiteria of second level o1' composite area. the table proves that impact of noise of the proposed pro;jct. is small.

3.4 Forecast and Assessment of Air Environment

3.4.1 Analysis of air environmental impact at construction phase

Please refer to 3.4.1 of 11for details.

3.4.2 Forecast and assessment of air environmental impact at op)eratIMI phase

71 (I) Pattern of forecaist Please refer to 3.4.2 (1) oi 11 lor details.

(2) Calculated parameters of wind direction, air stability. etc. 'Iwc detennined basedupon special engineeriing conditionls of thie propose(d prTOe. Please refer to thie following table for the forecast data of CO. anid NO,.

Gaoyi Interchange Interconnecting Road Forecast of CO EinissioinConsistenicy and Diffusion at Diffei-ent Evaluated Year(D type steadiniess)

Table 6-1( - iej00 0 Year Included Tire\ 20 50 1-0 120 ISO 200 angleofwind distance direction with (1in) road _ _ _

r 01) Peak hiour 0.104 0.074 0.051 0.046 0.039 O}33i 2000 Daily 0.043 0.031 0.021 0.019 0.016 .o 1u- aver-age 9(0) Peak hour 0.082 0.061 0.044 0.040 0.035 )Y)3n( DailY 0.034 0.025 0.018 0.017 0.014 I) ()I average 00 Peak hour 0.187 0.132 0.091 0.081 0.071 005S

2010 Daily 0.078 0.055 0.038 0.034 0-029 o _2 average _ 90" Peak houir 0.146 0.109 0.079 0.072 0.063 0o53 Daily 0.061 0.045 0.033 0.030 0.026 (n 22 avera__e 0 Peak liour 0.245 0-174 0.119 0.107 0.093 0.077 2017 . Daily 0.102 0.073 0.049 0.045 0.039 0 031 average _ I 90" Peakhour 0.193 0.144 0.104 0.094 0.083 0.06)Q daily 0 081 0.060 0.043 0.039 0.035 0.029 _averagge

74 Gaoyi Interchange Interconnecting Road Forecast of NO, emission Consistency and Diffusion at Different Evaluated Year(D type Steadiness)

Table 6-1 1 -- g/lill Year Included Tirne\ 20 50 100 120 150 20()0 angle of wind Distance direction with road l On Peak hour 0.038 0.027 0.019 0.014 0.011 0.009 2000 Daily 0.035 0.024 0.016 0.011 0.008 0.006 average I . 901) Peak hour 0.025 0.014 0.010 0.007 0.006 0.005 Daily 0.023 0.012 0.008 0.005 0. 003 0.002 averagze . . 0" Peak lhour 0.068 0.057 0.049 0.044 0.041 0.0.3 l 2010 Daily 0.065 0.054 0.046 0.041 0.038 0 030 average 90° Peak hour 0.048 0.037 0.029 0.024 0.021 0.019 Daily 0.047 0.036 0.028 0.023 0.020 0.0 lS average l =0} -Peak hour 0.092 0.081 0.072 0.067 0.0.64 0.062 2017 Daily 0.090 0.079 0.071 0.066 0.062 0.00 | average l 90° Peak hour 0.071 0.060 0.052 0.047 0.043 0.042 Daily 0.070 0.059 0.051 0.046 0.042 0.040 - . ~ e I-. . -_--average

7j Gaoyi InterchlalngeInterconnecting Road Air Environniental Quality along Proposed Project

Table 6-12 nu:r Pollu- Ycar of Traffic Consistencv at Consistencyat Distance reaching Dislancc rcaching tants asscssment condi- 20iii II))m criteria ol an! cr-ieia-ll (lailI tiolns (Iug/ni') (ulig/ni3) ranidoi ail, C,;l.e: COlisisICIlCV COIISISIL'11\

200)0 Peak 1.934 1.881 10 lhour Dailv 0.744 0.728 I o aver-age CO 2010) Peak 2.017 1.921 10 liour . . . DatlI 0.771 0.743 I ) avcr-agc 2017 Pcak 2.075 1.949 10 h~our Daily 0.791 0.753 I() aver-age 2000 Peak 0.032 0.016 10 hour Dailv 0.029 0.015 I0 aver-age _ NO 201I() Peak 0.058 0.044 10

hour ______Daily 0.056 0.043 I) aver-age 21)17 Peak 0.02 0.068 20 hour Daily 0.080 0.067 20 ______- aicr-a ge- - - - __7

76 Gaoyi lnterchainge Interconnecting Road Forecast of air pollution at sensitive p)oint

Table 6-13 m__IIII` Sensitive Distance Year of Traf- Forecast of Status of Forecast StaUis of point assess- fic CO being up to of NO, being up to inent con- consis- standard consistency stancdalrd di- tency

tion ______Nanjiang 190m 2017 Peak 1.427 0.091 Village hour . Daily 1.379 0085 v aver- age 2010 Peak 1.941 / 0.079 hour Daily 1.866 V 0.072 V aver- ._____ age Hequ 90m 2017 Peak 1.949 V 0.010 V Township hour Daily 1.873 . 0.096 V aver-

2017 Peak 0.829 V/ 0.091 V. hour Yanjia- I lOm Daily 0.753 V 0.083 zhuang aver-

Note: "i/" stands for BEING UP TO STANDARD.

Results in the tables show that consistency of CO and NO, at l0m to tile proposed project withiin the assessed year is consistent with Level II standard of air environimenitalquality of the State. Impact of CO and NO, trom the tail emission is little oniair enivironmenlt.Along with the economic development of the Nine-Five-Year Plani, improvement of truck performance as well as petroleum particles would reduce the amount of tail emission . Thus it is considered that tail emission shall have almost no impact on the atmospheric environimenitof the project area.

IV. ENVIRONMENTAL PROTECTION MEASURES AND RECOM MENDATIONS

4.1 Environmental Protection Measures and Recommendations for Construction Phase 77 (1) It is recommended that the Emnployeras well as the Contractors inake reasonable plan for operation of constrmctioniplants based onl actLial site conditions. Constructioniand operation of plants should stop during the rest time of local residents. Construction is not allowed from 22:00 to 6:00 to ensure that local residents could have good rest.

(2) Layout of construction site sliould be reasonable. Storage. of constructioni plants is better to be at 200m away from the living quarter-s of local residents. Maintenance of vehicles for transportationi slhall be strenigtlhened.Access road for transportationi slhall be 1OOmnaway li-omil(lie living quarters of local residenlts.

(3)it is recommended that rotational work manner be adopted so as workers involved in noise-related work could recover.

(4) Lime mixinigstation shall be located within 200m at downwiniddirection wlhere thiereis no major living quarter of local residenitsnor sensitive poinlts.

(5) Water sprinklers shall be provided at the construction site to reduce dust pollution. trucks for transportinigconstruction materials shall be covered witl covering materials to avoid leakage.

(6)Waste land should be used as much as possible for borrow pits. Effective mneasuresshould be taken to decrease sil erosion. No waste earth or stones should be discarded at random. Vegetationishould be recovered in timle.

4.2 Environmental Protection Measures and Recommendatioins at Operationi Phase

(l)lt is recommended that no new schools, residential quarters or hospitals be built withiln 50m at both side of the proposed road.

(2) it is also recommended that regulations of highway envirolnllielntal protection be established and sampling detection system on tail emissioll be adopted. Non-qualified vehicles shall not be allowed to enter onto the road.

(3) Monitoring on the central residential quarters of Hequ Townshiip shall be carried out by year and relevant measures shall be taken based on special conditions.

78 V. CONCLUSION

5.1 Current Status of Environmental Quality withlinlAssesse(d Area

Nattiral environmenit in tihe project area is simple. Agricultural ecolouy takes the leading role. There is no i-are animiialsor plants foulid. There are ino major industrial or mininigenterprises due to poor communicationis. Ciriei status of soutnd enviroimnenitis fine and so is the air environimental qualitat.

5.2 Envir-onmental Impact at Construction Phase

Proper iiieasuires shall have to be taken to deal withi noise anict SP produced by construictioniactivities so as to ensuirethe lhealtlhof local resi(lenits and constructionlworkers.

5.3 Environmental Imnpactat Operation Phase

There shall be little impact of noise and air enviroliment whlen operalioln starts. Yet constructioll of sensitive structures within 50mat bothi side ol lie road shouild be controlled. Generally speaking, constructioniof the proposed interconiectling road shall improve the environment alonigside.

79 I'.~~~~~~~~~~~~~~r

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SHIJIAZHUANG NORTH INTERCHANGE INTERCONNECTING ROAD EIA

Xl ¢ W 5~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 1. PROJECT DESCRIPTION

1.1. Constniction Significanice Tlhis connecting line, located at the east exit of ShlijiazhtuangCit, is a portion of the No. 307 National Trnlik Higliway conunectingwith Gaochells'. Jinzhou, etc. to the east and enidingat HuanghluaPort. This interconnecting roadl will furtlher coniect Sliijiazhuang - Taiyuan, Beijing-Sliijiazliuang and Shijiazhuang-HuawgHuaPort Expressways. Meanwlile, it will rationalize tlle urban transport network in Shijiazhulangby avoiding transit traffic at nortli-east and nortli-west sides of thiecity to use inner city roads.

With the developmnentof the society and the economy, the anlual average daily increase of traffic amount lhasfar exceeded the traffic capacity of this a-oii wlhichias a result has become a section of the Shi-Ganig Higlhwayhlaving tlhe heaviest traffic amount. With thieincrease of the traffic amotunt,the pavement of some individual sections has been seriously damaged and defects suchl as tortoise cracks, swells etc., have appeared and have resulted in the degradation of the service standard of the road and the maintenance expenses.

ShijiazlhanigCity, togetlher with Qinhutiangdao,Tangslian and Cangzloti cities located on the line arounidBohai Bay, was approved by the State CouLncil as the Open-to-outside Development Zone Around the Bolhai Bay. 'Ilie executioni of this Project slhallsliorten the land distance between Shijiazluang and HuaniglhuaPort and possesses a significant role in the improvement of the investment enviromnent, expansioni of the Open-to-outside-world and in the promotion of the econiomicdevelopment. At the same time anotlherexit towards the east fromnShijiazlhuanig is to be opened due to the execution of thle project, wlhich, having connected Jing-Slhen Expressway with Shi-Ganig Expressway (No.307 National Trunk Road), shall perform a very significant function in the perfection of the road network layout and the sufficienit development of tlhe efficiency of Slii-An Expressway.

1.2.Alignment and Key Control Poinitsof this Project

Shijiazliuang Nortlh Interchange IntercolnnectinigRoad The route starts at the ending point (KI0+000) of the original ShijiazlhuanigNortlh Interclhainge intercoinecting road in the west, doing througlh Gucheng,Slhuangraiao,Xicuinl Soutlh and Clhenjiacuinnortll, and connects the proposed Shigarlg ExpresswNay (KI 6+000).

1.3. Estimate on Traffic Amount

81 Traffic Amount Estimate Table Table 7-1 converted into medium type vehicles (Nos. / day) Year 2000 | 2010 2017 jShijiazhuang North Interchange 17848 36412 49363 Interconnecting Roade

1.4. ConstructionScope and Main EconomicIndices

Table of Main Technical Indices Table 7-2 No. Index Name Unit Quantity Shijiazhuang North Interchange Interconnecting Roade

I Road Grade Grade 1 (4 lanes)

2 Length Km 6.00

3 Design Traffic Speed Km/hr 100

4 Subgrade m 27 - 33.5 Widthl

5 Pavement m 21 Width

6 Type of Asphalt Concrete Pavement Pavement 7 Design Vehicle Load vehicle - 20 trailer - 100 8 Miximum Long - itudinal slope % 0.06 9 MinimiwnRadius m 5500

82 1.5 Project Investment and Work Period Program

This project involves a total investment of 150.437 million Yuani (in wllich 57.224863 million yuan is loan from the World Banki anid 93.211779 million yuan is raised by the Province). The average cost is 13.837 million Yuani pel- kin .

The project is scheduled to commence work in 1997 withla work period of two years and is schieduledto open to traffic simultanieouslywith Shi-Ail Expressway in 1999.

2. Conditioniof the Environiienit

2.1. Natural Environimenlt

The works plamied to be construictedis located in the North Chilia Plains area to the south-east of SlhijiazhuanigCity where the terrain is flat witil all elevation difference of less thian 20 mi. Most of the area is alluvial and pluvial suiface withi its climate being the subtropical continental monsoon climate and the anmualaverage temperature at 12.8 "C. The ainual sunsliine time is 2,5641hours, the average amotunt of precipitationi is 500 millimeters whichi mainly concentrates in the period between Junleand Auguist.The iio-frost period is 190 days and tie- maximuLi 'freezing depth is 53 cm. Sufficient sunsiiline is available and the wind direction changes very obviously with the change of tile seasons. Winter sees nonrally north and north-west winds while.in the other- seasons mostly the wind is soutil-west to south-east wind. The wind velocity is nionnallyaround 2 m / second.

The geological structure of the area where the project is located belongs to tihe Neo-Huaxia Family rift structure and thie earthquake strength is in the range of stable area.

The rivers in this area are mostly seasonal wide alignment rivers which are dry- or have little water amounitin usually times while in rain season flood withlslow flow. Due to the draught in the recent years which has resulted in the intemiption of water, soine of the rivers have become fann fields and nlow In tlhe area where the line scheduled to be coniected goes through there is no mlore river.

2.2. Social Environment

SliijiazhiuanigCity, the center of Hebei Province, located in the middle southl of

83 Hebei Province, is 300 kilometers away from Bolhai to the east witlh Hen-gsliii and in betweenl and conniectedwith ShaanxiProvince, tlle Coal Base to the west. Adjacent to Xingtai and Handanlto the soutlh,it is connected oii lihe nortlh witlh Beijing and Tianjin the two cities directly under thie Cewtral Government. Shijiazhuang City is the ceniter city of the middle soutli area ol Hebei Province and the soutlhernarea of North Chlilla.It is also the center oi politics, economy, science and technology, finance, trading, culture aiid infonnation of Hebei Province. Under its jurisdictioni are six districts. 12 counties and 5 COuIntylevel cities. Thie land area of SlhijiazlLuanigis 14,077 square kilometers and the total population at the end of 1994 was 8,356,000

Slhijiazhuanigcity is abunidanitin economic founldationiand finie In agrictllill-al foundationi.Wlheat and corn are abulndantlymaniufactured lhere and its strulcttre-c layout of the industrial production enterprises is reasonable. Witlh the coal. chemical, meclhanical, cemienitand textile industries as the main bod) ol its industry, SliijiazhualLgis a textile industry base of Clhina.

At present, Shijiazlhuainghas formed its comprehensive transportation systemn involving railways, higlhways and air-transportationi. The llighways ruln transversely and longittudiniallyinto a network with the No. 308, No. 107 National Trunik Roads, Jing-Slhen Expressway and Jing-Huai Road rm1iIimInm. nortlhto soutlhand No. 307 National Higlhway,Shi-Tai Grade I Motor Way and the Provincial Zlieng-Rao Road in the direction of east and west. So far a higlhway transportationi network witlh the main skeleton of National and Provincial Highways and the counLtyanid township roads as the lias been fonned. The air transportation started relatively late and in this area tlhere are ShiiiazlLuaiigAirport and DaguocuniAirport and Gaocheng Airport.

2.3. Situation of the Sound and Atmosphere Envirounment

The sounld and atmosplhere environmental situation of thle area wlhere ilhe ShijiazlhuaingEast Exit ConnectinigLine is scheduled to go tllrouglhis as slhowvn in the following tables:

Table of the Monitoring Result of the Noise Situaitioii

Table 7-3 NAME | DAY dB(A) | NIGHTdB(A) |Taixi cun 48.5 41.8

X4 Table of Monitoring Result of Atmosphere Situation

Table 7-4 Unit:nig/hn NAME Monitoring Item _ _S 2 T NOx coC r TSP Taixi cun . 0.023 0.016r 1.51 0.211

Judging from the data shown in the above tables, it can be coincluded that the sound environmental quality in the area where the road scheduled to be constructed is relatively good and the majority of the residents along thle linie have a relatively quiet coniditioii of workinig, studying, livinig and resting. Trle enviroimnental noise does not exceed the relevant Stanidard as specified ill tile GB3096-83 Urban Area EnivironmenitalNoise Standard . Since the area whei-e the road sclheduled to be constructed goes tlhrough is located in the countryside and there are not many fixed pollution sources along the route, the enviromnenital quality of the atmosplhere is relatively good witlh the moniitol value of SO2 , NO,, CO and TSP conforming with the Grade II Standard of the atmosphere quality. With the fine quality of the sound and atmosphere quality. it is easy for this area to provide a good conditioni for the developmenit awii construction of the higlhway project.

2.4. Statistics oni Sensitive Spots along the Line

The comnecting line scheduled to be constructed is located in the countryside in the east part of Shijiazlhuaiig and the alignment of Shijiazliuang Nortl Interchawg Interconnecting Road has mostly avoided the big villages,_only Tixi cun locates in the scope of evaluation .

3. Analysis on1Enviroinmental Affects 3.1. Analysis onl the Natural Envirolnmenital Affects

3.1.1. Effects on Agricultural Ecotype by Engineering Construction

This project is a Grade I Motorway of 4 lanes. At the designing and selection of the line, attention was paid to keep the line away from towns and large villages. Since the subgrade to be constructed mostly goes througlh the farm land, thie agricultural productioni is to be affected to some extent with the adverse affects mainly cominig from the occupation of pennanent land. In a short tenn, the grain productioni income of the village of which the land is occupied shall be affected to some extent. However, since the line is relatively short, this affect is relatively slight compared against the whole area and in addition the farmers

85 whose land is-occupied shall be compensated by the township authority thloulghl necessary land adjustment or land compensation fee which may be used by thle farmers to develop niewenterprises. As it is knowni by everyone, developiiieni of transportation is thie foundation on wliclh the economy can take ol'. Constructioni of higliways shall greatly promote the developmelnt ol ilhe economy of the whole. area and sufficiently -guarantee the transportation fundamental facility as necessary for the development of productioll of agricultural products and the processing industry. Job chanices slhall also. be increased and thus the development of the local agricultural economy shall be promoted to a iighler level. The chlangeof the utilizationiof the land resouirce value shall be realized and the benefits broughltin this way slhallbe far bigge- tlhan that by the compenisationifor the adverse afTectof the land occupalionl. it shall lead the development of the wliole area.

Since the area where the coinnectinigline is located is a fann land area wllich have been developed for many years, there is no wild animals.

3.1.2. Analysis on the Soil Erosion

Soil erosioni is a geological calamity of the serious loss of land surface soil anid the fragnentary weathered rock substances resulting from the water-l-low geological function. Serious soil erosion is. mainly resulting fiom the complicated natural environimentand geological conditionis and the long-ter- abuse of the land resources. At present the deterioration of the soil erosion is mainly due to the artifact activities suchl as aimless reclamation, land reclamation, uncontrolled lumbering and husbanidry, engilleering activities againistthe geological regularities, destruction of forest and grassland, and loss of stability of the vegetation mountainirocks and so on.

This conniecting line is located on North ChiinaPlains with flat terraiin, smiiall amotunt of rain water, complete coverage of fanning operations and low highway subgrade. After it is completed, basically no large scale soil erosion shall occur, but attention should be paid to the fonnation of the side slope vegetation and the replantinigon the borrow and deposit areas.

The soil erosion problem mainly happens in the constructioni period duL-inig which due to the operations of borrow fill and slope preparation, the topography and the land features shall be altered Lunavoidablyand thus the vegetation slhallbe damaged. However, since the work period is slhort aiid the damage degree is limited, the soil erosion amouint can be controlled to the minimum if the following measures are taken:

86 (1) Construction of the -ligh-fill and deep-excavation sections shiolii(i he reasonably programmed to avoid being arranged in rain season especially in lhe heavy rain period.

(2) Excavationiof the soil sh.ouldbe executed with the miethiodof platfoi (litclhdI type soil bOITOwand randoirmexcavation along the slope is strictly prolibited.

(3) In the process of earth-fill, as large amounotof the surrounding vegetationias possible should be kept undamaged and restoration of the vegetatiolnin tiheriz hlt of way shiould be maniaged simultaieously With the Construction ol tihe highway.

(4) Earthwork and stone work should be reasonably adjusted between chli other anid the coticenltratedborir ow area with appropriate amounitof borrow illl should be located otn waste land as the priority. The borrow anid deposit arcas shiouldbe planted in time or covered with othlertypes of coverage to avoid soil erosionl.

(5) Soil side slope of large area shouildbe protected withistones, retainiwall or surf.

3.2. Analysis on the Social Influenice

(1) This connectinig line shall coninect Shijiazhiuanig,capital of Hebei Provinice with the eastern cities of HIengsiutti,Cangzhou, and HuanighiualPort andl the center cities of Hebei Provinice. As an important circle in the Provincial Highway Network, it is goiig to funiction as a comprehenisivetransportat ioi chaninel.

(2) Land acquisition and Reallocation The total lanidsacquired for SlhijiazhuanigNorth InterchanlgeInterconnectinie Road amoulit to 950.26 mu, cultivated land 926.02 mu and demolished hlotise 1492 m2. Land acquisition aniddemolition offices hlavebeen set up at eachilevel by the construCtioniagencies, and detailed resttlement plans have been made otit, overall arTangineits and full coordinatiolis were worked out. Compensations for land acquisitioniand deinolitions will follow relevant documents issue(d hv provincial govenmnentand city gonernunentsso that the living standards oflltle affected people will not be inifluencedto a great extent.

3.3. Prediction and Evaluiationon the Affects of the SounidEnvironimenit

87 3.3.1. Analysis on the Sound EnvirolnmentAffect duri'ig the Constructio Period (See Section 11.3.3. 1.)

3.3.2. Prediction and Evaluation on the SounidEnvironment During thle Sel-vice Period

(1) Fornat of Predictioni(See Section 11.3.3.2.(1))

(2) Carefiul selection and detennination was performed of eachi olf the parameters ill the fonnat in accordance with thie predict traffic value, the key higlhway techlical indices and the clharacteristics of the topography anid land feature of the area alonig thie line. In addition, prediction calculatioin wvas perfonned in stages of the traffic noise during thieservice period of the lliglhway scheduled to be constructed and the calculation results are inicluded ill the following table.

Predict Value of the Traffic Noise in Each Evaluated Year ill S,hijiazhuangNorth Interchange Interconnecting Roade

Table 7-6 Unit:dB(A) Evaluated Time I 20 50 100 120 t50 200 Year Distance 2000 Day 67.7 63.2 59.3 58.2 56.8 55.0 Night 61.0 56.5 52.5 51.5 50.1 48.3 2010 Day 70.7 66.2 62.2 61.1 59.7 58.0 |______|Night 63.9 59.4 55.5 54.4 53.1 51.3 2017 | DayL | 71.7 67.3 63.3 62.2 60.8 59.1 | Night 65.1 60.5 56.5 55.5 54.1 50.3

Distance of Meeting the Standard of ShijiazliuanigNorth Interchange Ease Exit Interconnecting Road in Each Service Period

Table 7-7 Evaluated Year 2000 2010 2017 Shijiazhuang North Interchange Day Time 10 m 20 m 30 In Interconnecting Roade Night Time 60 m 110 m 120 in

The traffic noise 30 metres fonmthe roadside in day time of each service period of the coiuiectinig line can basically meet the evaluation standard and 120()

xx metres form the roadside at night time. 3.3 Prediction of the Sound Environmenitol1 the Sensitive Spots

The future noise levels are predicted by means of energy superpOsition ol hlie predicted traffic noise and the current background value in associationlwithl thie decreasing affect by the topography and the geophysical buildinigsof sensitive spots.

Tile housinig feature of Hebei Province is that each family lhas its own separate courtyard with highiwalls and a single gate. Througlhsite exploration. it is noted that villages along thie project are reasoniably designed. The streets are well laid out and thiewalls of almost eachicourtyard are 3 meters high. The houses by the streets are all 2 story buildings witlh lhigliwalls between tileni. This design has conlected the streets, h1ousesand courtyard inlto rows wlicil lhave quite fine screen fuLnctioni.One gate in a certain distance runsl longitudinally into eachi of the courtyard. Site exploration indicates that the houses by the streets and the highi walls functioln as very good noise barrier against the noisy streets due to the reasonable design and lay-out and, therefore, inside the village, it is very qttiet. The noise level of the locatioli wlhereit is in a distanice of three rows of houses fiom the streets is approximately 5 dB lowver than that ol1 the streets and the noise level in thiecourtyard of the residents is even lower thanithat il tlhevillage.

3.4. Prediction Olithe AtmosplhereEnvironment Affect

3.4.1. Evaluation Olithe AtmosplhereAffect During the ConstructioniPeriod (See Section 11.3.4. 1.)

3.4.2 Forecast and assessmenitof air environimentalimpact at operation phase

(1) Pattern of forecast Please refer to 3.4.2 (1) of II for details. (2) Based on the calculation in the above prediction fonnat, it is concluded that the spreadinig density of tlhe pollutanit after the comniectingline is completed sllall be as shown in the table as follows:

89 Shijiazhuang North Interchange Interconnecting Roade CO Emission Density Spreading Prediction of Each Evaluated Year (Type D Stability)

Table 7-8 Unit:n/mYn Evaluated Angic between Time / 20 50 100 120 150 200 Year glieWind Distance D)irectionanid le Road 2000 0" Daily Ave. (0053650.U3992 0.02881 0.02618 0.02304 0.01933 Climax 0.128770.09581 0.06935 0.06283 0.05529 0.04639 900 Daily Ave. 0.187900.13321 0.09186 0.08217 0.07122 0.05U68 Climax 0.45100 0.31969 (1.22046 0.19771 0.17093 0.14084 2010 0"' Daily Ave. 0.118870.08844 0.06402 0.05799 0.05104 0.04282 Climax 0.285280.21226 0.15364 0.13920 0.12249 0.10277 90" Daily Ave. 0.37079 0.263860.18127 0.16215 0.14054 0.11580 .______Climax 01.889890.63086 0.43504 0.38915 0.33730 0.27792 2017 00 Daily Ave. u.17349 0.12909 0.09344 0.08465 0.07449 0.06250) Climax 0.41638 0.30981 0.22424 0.20317 0.17877 0.14999 90 ) Daily Ave. (.47683 0.33803 0.23310 (.20851 0.18073 0.14X92

______Climax It. 14440 0.81127 0.55945 0.50044 0.43376 0.3574(0

90 Shi.jiazliang North IniterchangeInterconnecting Road NO, Emissioii Density Spreading Prediction of Each Evaluated Yeair (Type D Stability) Table 7-9 Unfl:nil.z!m Evaluated Angle between Time / 20 50 100 120 150 20() Year the Wind Distance Direction and the Road . 2000 0 Daily 0.0441 0.0328 0.0237 0.0215 0.0189 0.0159 Ave. I Climax 0.1057 0.0787 0.0569 0.0516 0.0454 0.o03$I 90" Daily 0.0306 0.0232 0.0170 0.0155 0.0136 0.0115 Ave. . Climax 0.0735 0.0558 0.0409 0.0371 0.0327 0.0275 2010 0 Daily 0.0869 0.0647 0.0468 0.0424 0.0373 0.03 13 Ave. Climax 0.2086 0.1552 0.1124 0.1018 0.0896 0.0747 90" Daily 0.0679 0.0515 0.0377 00343 0.0302 0.0254 Ave. . Climax 0.1629 0.1236 0.0905 0.0822 0.0725 0.0010 2017 00 Daily 0.1118 0.0832 0.0602 0.0545 0.0480 0.0403 Ave. . Climax 0.2683 0.1996 0.1445 0.1309 0.1152 0.0961 90 ' Daily 0.0991 0.0752 0.0551 0.0499 0.0441 00371 Ave. . . . Climax 0.2378 0.1804 0.1321 0.1199 0.1058 0.08'0

91 Distance foIr NMeetingthe Staindard of Atniospliere of the Coninectinig Liiie in the Service Period

Table No. 7-10 Unit: In Slhijiazlhuanig Nortll Interconuiectiing Evaluated InterclhanigeRoade Year

Daily Ave. Climax 2000 NO, 10 30 CO 10 10 2010 NO., 10 100 Co 10 10 2017 NO . 20 160 CO 10 10

Prediction onithe Atmosphere Envir-onment Quality Along the Connecting Line -it Sliijiazhuanig North Intercihalige Intel-coninectinigRoade

Table7-1 I

Density 20m Density 100 in Any Density Daily Averaue Name of Evaluated Traflic on roadside oniRoadside Conforming Density Pollutant Year Condition (lig /inm') (mg / ni) Distance (ciii) Confbrinlill| Distance tc111)I 2000 Climax 0.1352 0.0862 10 7

Daily Ave. 0.0701 0.0473 _1( NO, 2010 Climax 0.2652 0.1538 100 Daily Ave. 0.1211 0.0743 1I0 2017 Climax 0.3363 0.1952 160 Daily Ave. 0.1529 0.0679 20 2000 Climax 2.154 2.035 10 _ Daily Ave. 2.055 1.956 1 | CO 2010 Climax 2.436 2.176 10 Daily Ave. 2.121 2.015 1( 2017 Climilax 2.615 2.267 10 . Daily Ave. 2.197 3.447 I_10

From the conicilisioii of the predictioni oni the atmosphiere environment quality it can be figured out that after the highway is completed, in the middle aild far service period the amount of NO, contained in the atmosplhere and( tlle distances are detailed in the above table. However, the density of CO ill eachl

92 stage of the seivice period sliall conforimlwithi the bid evaltiationistandard.

3.4.3. Evaluationioni the AtimiosphiereAflect oni the Sensitive Spots

There a is one sensitive spots and one Nos. sensitive spot alonigtihe two rotle. Taixicun are 120 meters away ftromthe road and are beyond the standard iime of atmospliere quality. Thierefore,the atmosphiereaffect oln thle spots sh 11ilot exceed the standaid in eacihstage of the service period

4. EnivironimenitalProtection Measures and Recominendationis

4. 1. EnvironimilemitalProtection Measures and Recommenidationsin thle Desieii Period

(1) At the designinlg of the route, attentioni shlould be paid to the nimIinimum occupation of thie cultivable land and the route sliould be located as lahras possible away from the large environimenitalsensitive spots. Comprelhenssive considerationi should be takeni of the alignimienitas well as the coistriuctioin layout of the ShijiazhiuanigCity Overall Desigin and LiangcuLnDevelopmnct Zone so as to avoid the possible conflict.

(2) Trees whiichisuit the local climate and soil should be selected ior the (lesign of greenery.

(3) The living and productioniconditionis ol tlhehouselholds who are affected( hy the removal lor land acquisitioll shouildbe well arranged so as to best miaal.1lC not to redUce the liviniganid prodLictiollconditionis of them.

(4) Sites of lime soil mixing plant, stone quarry, borrow area, and debris deposit area should be selected in suciha manner that they are located far away fionmI lie large scale residenitialarea, schools or other envir-onimenitalsensitive spots so as to avoid tile affect oinpopulation's healthiby the lime soil.

4.2. Enviroilnental Protection Measures and Recommendationis in tihe Constr-tuction Period

(1) Utilization of the land acqulired shiould be reasoniably plainned so {S to reduce thle temporamy land area to its minimuimand to shorteni tile occtipatiom time and that the original ftuction of tihe land can be resumed in timle. No random reclamation slhould hiappen.

(2) Eartirwork.and the stone fill shiouldbe well adjusted. Concentrated borrow 93 fill should be selected on the waste land and the borrow and deposit area silould be covered promptly or planted with vegetation to avoid possible soil erosiou.

(3) Night operation (22:00 p.m. to 6:00 a.m. the next day) will be prolhibitedit' there is residential area within 150 meters adjacent the constru0ctionsite.

(4) Water spraying may be performed as necessary to the construictionlsite and the hauling access road.

(5) Adminiistratioiiof the traffic shiouldbe strengtiheniedand effective measures sliould be taken to prevent the occurreniceof accidenitsso as to avoid

(6) Greeninig of the road should be strengthienedwhichi, in addition to bejiw, able to reduce the noise and dust and to consolidate the slope and to beautifiy the environmeht, can absorb part of the NOx and CO whicih has been eniitte(i into the air so as to reduce the pollutioni.It is recommended that two rows of trees be planted onithe road side of LiuctunVillage with an east-west lengthiof I kilometer whiichshall cost about 100,000 yuani.

(7) To the stanidard-exceedingsituationi of the noise level at Liucun Village.-the following measures should start to be taken in the middle stage of the set-vice period: to assist the residents at the roadside in takinig partial noise-reduicillg measures in the middle stage to change the windows of the hotuses into Iwvo layers which shall cost about 50,000 yuaniand in the far stage perfonr t(iesaine refonnation to the hiouses in the second and the third rows which shall cost about 100,000 yuan. At the same time the layout of the village shiould be reasoniably adjusted so that the factories and shops may be located on the toad side whiile the residential areas can be as far as possible away from the roa(l.

4.3. EnvironimenitalProtection Measures and Recommendation for the Service Period

(1) The planning units are recommended not to plan schools, hospitals atid other environmentally sensitive wUitsor buildings within 100 meters on the road side anid no plan for new residential areas will be allowed to be located within 50 meters onithe road side.

(2) Traffic administration should be strengthened and any vehicles exceeding the standard for tail gas emission and noise shiouldbe prevented from travelhiiw on the road. At the same time maintenance of the road should be sitreigtilenied alid the operation order shiouldbe maintained.

94 (3) Greenlingof the road shiouldbe strengthieniedso as to reduce the noise. (lust and to consolidate the slopes and to beautify the enivironment.Trees should he planted especially on the sensitive spots so as to purify the air, reduce tile density of NO, in the atmospihere and to confonn it with the atmosphere quality standard. It is suggested to plant tow rows of trees, eacil 50() IlIcII-C! long, along the road side niear TaiXi village,with total costs of 50,00ORN113 Yuan.

Consideriingthe existence of many variable factors suchias the possible ch;inge of the predicted traffic amouLitand the road alignmientin the accident (iesi'ii map, it is veiy necessaiy to strengtihen the environimenitalmonitorinig wvorl iII the service peeriodso as to assure the prompt and appropriate executliol ol ,he environimenitalprotection mieasuresand to actually guarantee thieenivironincilil and living quality of the r-esidents along the r oute.

5. EvaluationiConclutsioni

5. 1. Current Situation ofthie EnviroiimenitQuality

The ecotype of the area along the coninectlingline is mainly agricultural ecolopy and there is niorare plant. The sounid environimentbackgroLnd value anuIdille atmosphiere enivironimilenitbackground valtue are relatively low and are- ill timlf coniforimanicewithi the evaluationistandard with large environmenitalcapacity

5.2. ConistructioniPeriod

The constructioni period is the period in which the environimenitsuffers Il e deepest affect by the whole highway project. Althiough the damage to tile envirounmenltis a shiortone, greatest efforts shiouldbe made to compensate {orit In this period, special atteitioni should palticularly paid to the soil erosioll ;.nld the promipt restorationi ol planitingso as to avoid dust emission an ii(i int limIle accidents.

5.3. Seivice Period

The enivii-oimenitshall stiffer certain affect by tihe large traffic amounlt oni ihis route. However, sinicethis road is reconstructed on the basis of the existing oldl road, great efforts shotild be mnadeto keep the enviroinmenitas closelyv Xis possible to the current situation witlh the increase of the traffic amoulit. ThC expected chianges of thie nioise and atmosphiere environmenit shouildlbe hesi eliminated in the ecological metliod. Large scale plantinigand greeniniucanll IIo only reduce the nioiseand absorb the waste gas of the motor cars and tlie dtism

95 but also are beneficial to the enviroimnenitquality and beautificationi ol t(ie whole area.

All in all, althougil the environimenitshall be slightly affected b)I lHie construction of this coniectling linle,the affects shall be able to be compelisite(I througlh tile environmiental protectioni measures. Tlherefore, from tlle point loi' view of tihe wilole, the advantage is larger thani the disadvantage xinidiiis Project shall perfonr a sigilficant promotion of tile development of the society and the econlomy. -0 ~ ~ ~ ~ ~ ~ ~ ~ ~ I-

+ f fX,:i ; :: - e = t t )~~~~~~~~~~~~~~~~~~~~~~~~.7ItI

(iI), Li : -2730 0;2 -- I - 4 t-- > t !, X

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.vev , _- . . ' ., .1- ',-_I vou-- S,l . I VIII Public participation

97 I

A For thie purpose of solicit action opinionis from different departmelits lind protection of the beiiefits of affected groups, The constrtctioni ageencies.desi Un units and evaluationi uLnitscarried out various types of Surveys and solicitatioIs inicludiniginf'ormal discussions, on site surveys and filling investigatio formiis.

In the mid of March,1996 uniderthie assistance by IFLLPO and thie desiQn Imlw.l the Evaluationi Group miade Surveys and investigationis to the proaosco interconiecting roads and they visited the local departments suchias agrictilitire. water conservanicy,enviroiinmenit, planning, and ministrationlas well as r esidenits along the rouites.Detailed opilliolls were solicited from the constirictioni unitils and environimenitalprotection agencies.

In April,1996 tiheaffected people by the six interconnecting roads were reqiIIred for sampliig. It states from the inqUirlieswlich hlavebeen collected, ;ilImosi every residenits along the rouites (including farmers, workers, carders. doclors. teachiers and private) agree and earnestly look forward to the constriuctionlol the proposed intercolInectinigroads. They hlope that by the and the people's living standards will be envir-onmentimpacts whicih will be brougl)t byv lie proposed roads, especially the traffic noise pollutioll in the operatioll perio(d III tils regard most people actively suggest enihanciniggreening works aloing tilc route and taking measures of sound proof of local residential buildings in order to prevent any hiarmscaused to the local resideiits by the traffic noises. For (lie lhouse lhodis wilichihiave been affected by land acquisitionl,they lhope rele\:;mil state regulationis will be followed, and especially the compenisationistaniards shotild be adequatelly hiigher for those poverty-stricken districts and comimies- The reallocated people are willing to follow the requirements of demolitioil amui. resettlement, and they lhope they wvillbe compensated by relevain 'tate regulatiois. Thte ol'fected people will not pay any additional costs lor niewx lhouse bases. As it is stated, tile public participationiwork of the project has cal-ie(l hilly. At the same time, We suggest the construction unlits should solicit affected people opinioIIs anidadopt the reasonable ones. As for those Ulnreasonal)leoncs. they shiould give further-explaniationis and cany out detailed work in ordcr to carefully solve the concerined problems for the purpose of not affectilne tlc living stanidards of the affected people due to the roads construction.

918 Iiivestigatioi Sheet of Public Opinions Aloing lotile

Name | Sex Age Natio- Educa- _ nality tioi . Agency or Position Profess- Residence ion Do you agree to the construction of For Against No idea Roads _ Do you agree to the road alignment, Agree Disagree No idea direction, Whether the construction of roads Yes No No idea benefits the economic development of the district l Any objections to the acquired No Yes No idea lands, demolished houses and resettlement duo to roa(d construction Do you know anything about the Understand Understand Not policies of land acquisition or to some understand demolition,resettlement extent l Do you accept the landacquisition, Acceptance Acceptance Not demolition and reallocation with certain Acceptance conditions Which affects you most by road Noise Exhaust Dust Other-s construction emission Proposal to take measures to reduce Road Accoustic Far away Other-s the affects greening barrier from the .______villages I Otheropinions and suggestions . . Note:.I If you agree, Please use 2. If you have other comments and suggestions as well as detailed requirements. please present them in written forms and you can attach additional paper. Surveyer:_ Date:_ year Month_ Day

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