V&V ZHEJIANG INLAND WATERWAYS PROJECT ENUI-ROAMVENT ACTION PLANV %0 Ca C- Mai~~~~ ~ ~ 18.19 C104 : m 7-eian Ilad%Vtei%2v Poec Amiisrain OfTc .%Ilk -81" I Batkgrownd information (iacmlling brief project description) .. Main itets of eavironmeatal protection 3. Objective and sitigation *easures of environaent protection 3.1 Pre-construiction (design) phase 3.2 Construction phase 3.3 Operation phase 4. )Eonitoring and artion plan of eavironmental protection S. Duties aad procedure of organization for eœvironnental maDngement 6. Sumwary of requirements for environmental management and monitoring Zhejiang ProviAciet latand laterway Network Reconstruction Project EnviRTonmetal Protection Action Plan 1. Background infornation Action plan of environmental aanagement and monitoring for enviroment protection is put forward on the basis of foltowing docan2nts: a. Environmental Ispact Assessuent Report for Beijing-Hangzhou Grand Canal Reconstruction Project (Zhejiang Section). b. Environmental Impact Assessment Report for Changxin-Iuzhou-Shanghai Channel Reconstraction Project (?heiiang Section-. c. Environmental Inpact Assessment Report for Zhapu-Jiaxing-Suzlon Channel Reconstruction Project (Zhejiang Section). d. Environsentat I1patt Assessaent Report for langzhou-Shanghti Channel Reconstrection Project (Zhejiang Sectionu. e. Environsental Impact Assessment Report for inland Balk Cargo Operational District of Kangzhon port f. Environmental Impact Assessment Report for Railway-waterway transfer district of Ruzhon port. g. Eaviromental [mpact Assessment Report foT Railway-watervar transfer district of liaxing port. h. Reply to "Environmental Impact Assessment Repert' aade by Zhejiang Provincial Environmental Protection Bureau. \a 2 Main items of enviroment protection 2-1 Chmanel reconstruction project - Water quatity: (t) turbidity in channet waters occurs when sediment is dredged during constraction period; (2) discharge of polluatants from ships during operations; -laste soil: (1) when the channet is videnedAeepened during construction. the resuttant sediments oust be disposed; -Noise: (1) intermittent noise produced by marhinery during construction period; (2) variable noise from notor-driven boats during operations; 2.2 Terminal construction project -Air quality: (1) dust poijutioR during constraction; (2 coat dust during operation; -later: (1) stors water discharge during construction; (2) sterm water and sewage discharge for the terminal during operation; - Noise- (1) intersitent noise of machinery during construction; (2) noise produced by loading and unloading machines and variable noise coming from motor-driven boats during operation. 3. Objective and mitigation. measures for environsental protertion To avoid adverse effects due to the project during both construction and operation periods, appropriate sitigation measures are presented with ai= ^f protecting the environment and controlling pollution according to appropriate State and Provicial regulations and the Environnent lapact Assessment Report. 3 3.1 Pre-construction (design) phase 3.1.1 Channel 3.1.1.1 Envirocent factor considered in selecting the center line of the channets a. Utilization of existing the channel alignment as muck as possible so as to decrease construction quantitie and preserve land. b. For sections to he videned, the principle is to widen the channel on one side with the new center tine inciined to one side again to reduce construction quantities to be removed. C. After comparing the bank orotection reqtirements, hemses and other stractures to be resoved on both banks, the bank with less construction quantities and houses to be resoved should be setected as the bank to be widened. 3. 1. 1.2 For ewlty-excavated bank slopes, bank protection structures are provided in the desipn to stabilize the slope. protect farmland. and prevent soil erosion. }1.1.3 The bridge which need to be reconstructed along the line of project are designed to be rebuitt according to the standard of the channel, asing the principle of 'Rebuilding before Demolishing' to zvoid impact on vehicle traffic between the two banks. 3.1.1.4 Earthwork excavated during channel reconstruction such as widening, dredging and straightening the alignment shall be tsed for maLking bricks and tiles. used to *reate land from existinJ waste iand, strentbening dykes n the two banks and backfiltl materials. Contsainated sediment shalt he 4 disposed of in an environmentatly sond manner, including coowing with clean soit in disignated disposal sites. 3.1.2 Terminal cornstruction project 3.1.2.I Site selectiom of terainals a. Inland bulk cargo operational terxinal of Rangzhoa Port Daring the site selectiom, survey aned design persoanel have taken igto consideration such aspect as reducing removal of houses and acquisition of farmland as each as possible, balancing filt and excavation needs and preventing soil orosion white conformiag with the overall plan of Eaagzhou city (e.g. seceaery, tourisa). Guanjiiyang, situated in the northern suburbs of Hangzhou city, has been reconaended as the setected site, where proposed terminal wilt connect with the Beijing-Hangzhou Srand Canal. The further advantage is the tesser effect on the aesthetics. co mmuications and environment of the city. b. Raitway-waterway transfer terminal of Hangzhou port During the site selection, survey and design personnel have taken into consideration such aspects as tessening remsval of houses ant acquisition of farmland as much as possible. balancing fill an1 excavation needs, and preventing scil erosion while conforming with the overaL plan of Huzbor. city. After comprehensive anatysis of three alternatives, scheme 11 was recomended as the optiman one as it has a wider river area, a broader landside area, a shorter and more conveninet railway linkage line. It has the !urther advantase of no villages and less occtpied land. c. Railway-waterway transfer terminal of Jiaxing port Buring the site selection, survey and design personnel have taken into 5 consideration such aspects as lessening removal of houses and acquisition of farmlanid as much as possibte, balancing fitt and excavation needs, and preventing soil erosion while confoning with the overal plan of ]iaxing city. After coordi'nating with Shanghai Railway Berea a port site located about 4km east from liaxing Railway Station and adjaceat to the new ratlway freight depot vts recoeded . Thus the congested sitne>'on of the present Jiaxing Railway Station can be inproved with improvesent to cinnications and urban enviroment. 3.1.2.2 General layout of terninal a. Inland bulk cargo operational terninat of iangzhou port aGanjinyang area connects with the Beijing-Hangzkoa Grand Canal easuring land aad water transportation wilt be saoothly linked. Coat, sWan and crushed stone shall be stored and handled separatety. Coal storage yards are to be located on leeward side of the terminal. In addition, according to requtirements of environmental protection, receiving and treatment facitities for vessels wastes, including oily water and sanitary sewage treatsent facilities are to be estabitished !t the terminal. A green belt of the terainal shall nit be less than ,5^ of occupied landarea in awcordance with regulations set by NOC. A green belt is to be arranged so as to link part of the operational terainal and adjacent urban areas. The terminat shalt be isolated from residential areas. h. Railway-waterway transfer terminal of Rozbou port Natural geographical condition shall be fully used to reduce environmental inpact, sake a smooth linkage of land and water transportation Coal storage yards are to be tocated on leeward side of the terminal. In addition. I~~~~~~~~~~~ according to requirements of environmental protectionm receiving and treatment facilities for vessels wastes, including oity water and sanitary sewage treatment facilities are to be estabitlished at the terminat, A green belt of the terminal shatt not be less than l5* of occupied taadarea in accordance with regulations set by NU. A green belt is to be arranged so as to link part of the operational tenminal and adjacent urban areas. The terminal shalt be isolated from residentiat areas. c. Railway-vaterway transfer terminal of liaxing port Nataral geographiial condition shalL be fullv used to reduce environsental impact, make a smooth linkage of land atid water transportatimn Coal storage yards are to be located on leeward side of the terminal. In addition, according to requirements of envircmental protectimat receivirg and treatment facilities for vessels wastes, including oity water and sanitary sewage treatment facilities are to be estabilished at the terainal. A green belt of tie t.rminat shalL not be less than 15g of occupied tandaren in accordance with regulations set by HOC. A green belt is to he arranged so as to link part of the operational terainal and adjacent urban areas. The ter-inal shall be isolated from residential areas. 3-2 Construction phase 3.2.1 Channel project 3.2.1.1 Noise Soil excavated in the dry during the reconstruction of channel wilt be dug by manpower and transported by man-drawn vehicles. so there is no noise. soil below the water level and sediment -ill be removed by bucket/ladder or 7 clamshell dredge cotbined with on-board storage, thus Senerating a certain degree of noise. Noise will aiso be generated by cement mixers for bank protection engineering. Bat the degree of noise wil' not exceed the standard specified for class I mixed area, based on data obtained at the site. Noise in general can be alleviated by changing the constructiot method; e,g.,dredging and nixing operations are to be carried out in the daytime ( from 6: 80 to 22:00). It addition, it is required that the contractor reduce impacts by reasonabte arrangement of activities and carefull management, 3.2.1.2 Impact on land resources by earthwork engineering In order to straighten the present alignment. widen and deepen the channel. a targe quantity of soil wilt be excavated during the channel recoastruction. Excavated sail witt be pited on leased land, in addition to use of the soil for the backfilting behind bank protection, strenghtening of eabankients and making bricks and tites. These neasures will reduce adverse effects on lard resources. Th. economic losses resulting from land acquisition will be coapensated by .'ne State and local govenments according to exisiting regulations. Before returning the land, the contractor shall ctear the faraland of residue caused by the construction such as small stone etc. thus restoring the cultivating conditions, Alternatively the contractor shall pay a certain amotnt of money to the original land user, who Witt recover cultivation himself. Contaminated sediment shall be disposed of separately in an environmentally soand manner. 3-2.'.3 Selection of sediment disposal area znd protection measures During construction, the selected area for seditent disposal shall be far S~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ from water resources ( including ground water welts) and fish poeds. Accorditg to the standard for drinkiag water. the sedixent disposal area shall not be located within water conservation area defined as lOE19 upstrem and Iffa downstream of the greland water resources; or within 30m around the well. Future, a teuporary cofferdam shatl be built where appropriate to separate the sediment disposal areas from outside waterbodies- In accordance with above staadard, the sediments disposal area shall not be within 30 arotund fish ponds- The site selection of a sediment disposal area inctuding disposal sites for contaminated sediment shalt be approved by local Eaviroemental Protection Bureau before ccustrtuction. The surface of disposal saterials shalt be covered with impoltuted soil after the copletion of construction activities. 3.Z.i.4 Impact of dredging A bucketAladder dredger or clawshell dredger is proposed for dredgig. During dredging, relatively signifCcaut turbidity will occur, affecting the water quality. Polluted wud will be re-suspended and disperse with water flow resulting in vorsered vater quality. The contractor is required to built tesporary cofferdams where appTopriate with iupolluted soil to separate the water in fish ponds fr*m the water in the channel under construetion when there is linkage between the fish pond and the chanwel. Water quality moaitoring will be carried out at the nearest dowstreas transects and major water intake points. 3L.Z.S impact or traffic caused by coastrtction ll. Dredging of chanets wilt be carried out existing inland river dredging fleet in Zhejiang Provincial These have no ability of self propulsion but must be towed to the eonstruction site. It is required to anchor the dredgers when operating by casting two pairs of anchortges at both eads of boat. while will directly influence 5n the ship traffic in the channel. All the contractors will be required to male a plan to excavate soil along ome side at a time iactading en:uring a smooth flow of traffic while working and have the schewe of opening. The local shipping managemnet departmet shall issue a public shipping notice before construction and strengthen patrols to avoid an impact on shippias. (2). Tmpact on traffic by materiai transportation during construction period: the main material needed by this project is stone for bailding bank protection. The stone witl be purchased from nearby qaarries and be transported by water. This will increase traffic. The contractor shall work eut a scheme to avoid transportation during heavier traffic. 3. 2. 1. 6 Disposal of waste at construction site ad associated living quarters. The construction Living quarters for chanael project shaft are generally located along both banks of the chamnel. Others witl reside or. the dredgers. These resideace are source of gzrbage and sever water. In residential quarters contractor are required to streaghten the waste management. such as providing garbage bins and ptblic t-,ilets. It Is forbidden to dunp garbage. excrement, drihte ahd waste water into the channel. Such wastes should be supplied te local farmers as fertilizer. after appropriate treatment, so that these waste can be turned into useful materials. For other solid wastes from the construction site (like packing bags etc,), a recovery systea will be established to collected the waste and stack together so that the 10 cor.strurtir- site will be in good order. 32.2 Terrinal uznstructien 3.2 2.1 ?reveation and treatment of dust In the dry season. the opevation of excavating n-d .ilttin earthworks writ prodice dust at the naustructian site. The ceat ct2or omst take ef: tive spasmres to preycat dust poltltioe. The wet dast removal is nsaltty adopted as the method of choice with the quantity and tine of sprinklils rationally- determined. 3.2.2. 2 ioise Construction of port ftzi titles relies on both manpowered machinery. lTe noise is charaterized by suddenness, irregatarity and variability. thus impacting snrreonding areas. But it is shown from 3bseyved data ht construction sites that such noise has not exce4ded !he c:iterioun of a ctass I mixed areU. The noisr can be generally controtted by changine constructioan ethod; the operation with major noises will be rarriei out is the daYtime. Puring tha contrzctor is required to strengthen the managesent of noise sources a*cording to the State regulations on pre-entim, and control of atoise p3llution for nuildin3 rons7truction- 3.2.2.3 later quality protection During constrl-tion. the exc:vating and fi'ting operation of earih can crcate so-t erosion. especiatly during rainy seasor.. Therefore care shall be taken to keep storm drainage systes working effiriently. Sanitary sewage from the const:uctjon site is strirtty forbiddea to be discharged iato the river. The -ontracier should provide sewage sludge after appropriate .1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ treatoent to local farsers as farm nanure, thereby tzrning pollution itto a benefit. 3 2.2.4 Disposal of garhage and waste from the coantruction site The living rabbish at construction site sbould be frequentiy cleaneed, be concentricallv stacked and be periodically transported to the rubbish treatment station for dispositios. Most of wste at constructio.s site is packing saterials and short and smalt remant scraps, The contractor should establish the recovery system and waste is strictly forbidden to be throna anywhere, Tne consttuct ion site should be kept in good order. neat and hvqer.ic which embodies the civilization of construction. 32 Operation phase 3.3.1 Cbannel reconstruction project 3.3.1.1 Water poltttion control In order to isprove water quatity and pTromte water pollution control, the Provincial Environmental Pollution Bureau issued in 1112 order to request Hlangzhou. Jiaxing and Ruzhou municipal gotvernments to develop comprehensive water quality conservation and poilution control plaa. Hangzhon an i aYing zunic:ipal governments prepared their pltans in August 19t4 and submitted them to the Provincial Peoples Congress for its approvat. 33.L.21 Cortrol of ship waste Ship wastes xainly include the eagines room oil: water. san.tary sewage and garbage. Engines roon oily water. can be generated in the course of sethnical running the ships. roslizg-washing. ong ters operation andI incomp!eip '5~~~~~~~~~~~~~~ uaintenance systems. The amount ef the engines room oily water with fuel oil and lubricant oli frequently discharged is not exessive. They are generally collected in the engines room area. Shipping enterprises are required to install oil-water separators ia accordance with - Anti-pollttion Structure Norms for Inland River Ships' Nn.716(11 issued by the State Ship Inspection Bureatu and 'Notice for Further Supervision and Exasination for Prevention of Oil Pollution of Vesseis' ZlJJ (91) No. 028 isstied by tie Shipping AdAinistration Bureau of DOC based on the State stiputations and in combination with the existing situation in Zhejiang. The engines ron oily water is allowed 'to be discharged when they meet the discharge staadard of - Discharge Standard for Vessel Pollution ' (GB3552-83). For ships with a notor-4riven rudder installed on deck by sechnical driving mtchanisms. it is required to nount oil collection pans for colleeting Leaked oil. Ports are responsible 'nr receiving this leaked oil.,water. later can be discharged after meeting the discharge standard by means of an oil-water separator. Sanitary sewage from ships: At present. most of the ships are equipped with toilets, but the sewages is directly dischsrged into the ichannel. Soee ships e. S. ships with motor driven rudder) are not equipped with toilets and sewage is directly discharged into the channel. Shipping enterprises are required to amdify the sewage systems for various kinds of ships with toilet and to install collection devices so that the related port facilities can cotlect the sewage for treatmeet when the ships enter port. For the ships without toilets. a portable toilet is required to be provided. The sewages are collected in a tank below th;e toilet. The 'basin-shape' device an the toilet is a dismoentable water tank. This tank car be carried to afnv 13 facUity le treated property- It is strictly forbidden to directly discharge age and extrement into the channel. Garbage from ships. Garbage from passenger ships or boats are generally collected after tie ships enter a harbour. cottected by the ports. then transferred to the urban garbage disposat facility. The garbage from motor driven barges and ships with motor driven rudder have bee ge.ieralty poured into the chaunel. Eereafter ship owners of motor barges and ships with motor driven rudder are required to provide a garbage collection tank bag. The coltected garbage will be delivered at the port after the ship eater the harbour. then conveved to the urban garbage disposal facitity. It is strictly forbidden to damp into the channel. 3.3.1.3 Shipping noise control According to the assessment of the effects of shipping on the environment, there is a small range (33-37m from the central line of the river) in the daytime and a large range (8Q-245a from the central line of the river) in the night time affected by noise exceeding the standard, in the evatuating year (year 2HV-). The reason for heavy navigation noise have been analysed: tt) a targe so(Ume of passing ships with an average exceeding sixty ships per hour; (z) the variable width of th! channel; (3) ships frequently blowing whistles while meeting at some narrow section; (4) at the many curved channet sections and bridges. the ships must blow whistles while passing in curved chanmet sections nr under the brides and the noise level can be up to l1-91 dBA (based ot aonitoring); (5) nost ships without cabins proportion of the ship with and without cabi;! is i:6. especiaEty the ships with motor driven rudder for agricultural use. have no sond isolation device, no air exhaust i4 and a noise 5-1t dFCA) htigher than that of the ship with cahins. Ia tight of the above-mentioned. the Departments of Barbour Supervision and Ship Inspection should strictly observe 'Regutation on Noise Levels on Board for latand River Ships' B543u8-86 while inspecting ships applying for operation certification. As for currently operating bht do not meet this regulation, it is necessary to install sound isolation devices and noise elimination measures. Particularily for ships with motor driven rudder instalted on deck and exposed noise should be more controlled (its exposed noise level is up to 92 dB(A). the volume of passing ships is the largest and its heaviest). To control the noise level inpacting the sensitive areas. the navigation adwinistration departments should establish the signs indicating acceptable noise levels and prohibiting whistle blowing on both banks along the Ravigatien line in accordance with the requirenents of various functioual urban plans. Future schools, hospitals and re'K.ientiat districts should not be located within the range Zo2n on both banks along the channel 3.3.1.4 Dangerous goods spill prevention and response planning In waterway transportation, simply-packed fertitizer, farm chemicals and other dangerous goods are easy to be spilled when they are improperly stored or shifted due to natural reason On purpose for accidental actions, this wilt not only pollute the environment btt could also cause a sudden traffic accident. the result of which to some extent. will be were serious than that of a highway accident because the spilt wilL be into water which is flowing and wilt be readily dispressed. It is necessary to strengthen the supervision adinistration responsible for ships transporting dangerous goods. All ships transporting poisonous and haraful goods shall be strictly 15~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ regulated according to '7heiiang Province Supervision Administration Vorkiag Procedure of Shipping Dangerous Goas'. which is based oan P.R.C. Marine Traffic Safty Lav'. ¶T,R-C. Intand Waterway Traffic Safty .Admiistration Regulation' and 'Supervision mdministration Working Procedure of Shipping Bangeroms Goods by DC'. For details see Drtwing I schewatic of supervision aministration working procedures for shipping daageroms goods. Uaen dangerous goods are spilSed into water or other accidents occurs during loadingv-utoading or transporting imediate affection shall be taken to treat accidents and report these satters to the port supervisor. A. Reportiag procedures for transportatiot accidents of dangerous cargos (Drawing 2) Wfen accidents caused by the transportation of dangerous goods happen, the partly involved in the accident shall imaediately report to local harbour saperinteadency adainistration and adopt rapid responsive measures. The report contents include: The name of the ship. technicat conditions of the ship. crews, name of the dangerous cargo, domestic nuaber, international (O.N-) number. type packing catagory . quantity. the consignee and consignor. h8arburs tO and from which the cargo is delivered, losses. reason for the accident and the site where the accident happened. B. Emergency measures for dangerous cargoes leakage a- Generat accidents "see Drawing 3) When general accidents (with less leak anti relative less impact on natural environment) happens, harbour supervision departments at various levels shall be info-ued and rrasanicate with each other. Local harbour supervision 16 division and harbour supervision personnel shalt go to the site by beat to save crews, treat the teakage, warn other ships passing, investigate the accident and salvage the sinking ship as necessary, accordiug to the situation at that tiae. Such measures shall be taken based on the regulations of 1Emergency Measures for Shipping Dangerous Cargoes' ( ENS) issoed by the Internationat Marine Organization (1MO) and w Medical First Aid Gaide for Accident of Dangerous Cargoes', The Provincial Harbour Supervision Bureau shalt Pay close attention to information froa the site and Take Further Actions as necessary. b. Major accidents (see drawing 4 ) Uhen major accidents affecting the surrounding environment occurs, local supervision personnel shall go to the site to provide first aid and at the sane tine report to the Provincial Narbour Supervision Bureau and the provincial government. The provincial Harbour Supervision Bureau, in coorperation with environsental protection departments, shall work Mst a recovery scheme to be approved by the provincial government. The provincial government and locat governments shalt organize manpower and material resources for the acciderts response. 3.. 2 Terainal construction proJect 3.3.2.1 Dust The wet resoval is adopted for the operation of handling, stack and transport etc. of balk cargo (coal ) for the port. The sprinkling quantity are controllte accordinig to that water content of coal shall not tess than 6%. The horizental fixed conveyer belt must be instatled with wind shield. Ruaning speed of vehicles on port area shall not be more than ISK:mh. The rsads mast be freqTentty cleaned and sprinkled. Sprinkler shall be provided for the terminal 17 muKIu PROCEDf OF SNIPING DABDUO GMs (OrawinS I) Daugeroas goods to be coasigned for shipping AppS icat iofs Check certificate SciitaiIity of ship Specity termina ! Issue (Approval of ship tramsporting dangercus goods) certificate Supervise and supervise loading Is ue ( Supervision Loading examine an site on site lCertificate of,11angerous Goo&s Visa for leaving port ~ onvoy for l~eaviugt port Visa trn pr Lno for entering port - __ i_ 'Arrivat a. tervinat. , Suelis 'leah nst { Supervise and | | s ite Supervise antoain ensite Compare processl aaainst rutes and regulations in tit er, and treat or punisg according to orders 20 or 2l of MCI __._~~~~~~~I Reporting Procedure for Transportin Accident of DIangerouw Cargoe. (DrawlJg 2) L ms. .. _ _ ' . . *J or Bsitzllvislan .. _isias Pa t 94Isim Sathn . major kHixr visicx kA:idt ftWInaI 1rbokr Major Acckdt ku i UfAuHll naj or [1 1 2 (hirli~~~~~~~~~~r General Accident (Drawing 3) I Prcvincial Iwbvw Inf4rition &vervisiam B i Kimicatial .mi-cipli Hwbow I'mt Accidi t Dta of 9 | iwrvisio Diviskv fta or IN O Cames Indicatn CbWItr Ibr l_ ___ti __ infortica I e Ssio0 Pbst _ 20 Heavy Accdder4 (Drawing 4) ?OC Consultant Center for Dangerous Cargoes ~~espOse&~~Iu. . . . . 3!zsvn(ii Pro)vitncialRspsCeier1 I ' -- ' (iiV(?iti$tnl. + | (Provin(tiHi Natsilmr' ! F Suwnrflsion l3urrau) 1 - Resstose 9 I,,!uK , ' , , ........... |~~~~~ .i i V -h --- _ s i is X I & '- ¢ zi j g l ' . i C , ICounty County Ilarbour 6w'rnttsmfnt j-- Supervision Pwit . L.oc1 11arbour jo of' ----- Supervision (Station) -- Dat of Dangerous Cargoes 3.3.2.2 Waste water A separate sewage systea wiltl e adopted for efftuents from the terminat, where waste waters of different water quttity is treated separately anm discharged when it reaches the efftuent standard. Three vaste water treatment facilities will be set "p for receiving and treating oily water frem ships, sanitary sewage and garbage on landi and waste water from coal yards. The waste water from coat yards wilt be recycled for water spray after treatment. The discharge of oily water lnto the water area of the terminal from ships should conform to the regulttions, ¶Effltent Standard of Ship Pollutants'. (see Table 1, 2, 3) 3.3.2.3~C-arbage lhe gargage of the port and ship must be promptly collected and transported into the imnicipal garbage disposed system. In order to prevent the pollation of rubbish on atwosphere, water area in the terninal and soit, some fixed garbage cans should be instalted for the terminal. 3.3.2.4 Noise Noise intensity vithin the terminal shall not exceed "5 dBA. The standard of noise intensity shall be deterxined according to relative criteria. The environleent noise intensity within auxiliary working area is better less than 65dBAi. - If it exceeds this value. counterseasures such as sound isolation, absorption and planting of trees should be taken. The environmental noise intensity of residential areas of the terminal should be / in accordance with the stipulations for Class I Mixed Area, 'Environmental Noise Standard for the Urban Port and Both Side at River' (see Table 4). If it exceeds allowable intensity, measuTes such as sound isolation and tree 22 planting etc. stll be take. Te noise intesity produced by motor-driven vehicles should conform to the.stipltations of "Altowte Noise Stadard for Motor--riven Vehicle". The standard of noise intemsity for mobile minery is covered by the sace regulations. 4. Monitoring and Action Plan of Eaviromntatl Protection In accordance with the stipuattions of the forth clause int ' governlig Regulations of Environmental Protection on Commmicatiom ECustructioa ?rojects' issued by the decree No. 17 of tlhe Ministry of Coinaacatioa of the People's RDeublic of China, it is required to comprehensively treat the existing pollttion for the redevelopment C entargemt) ad tedairal modification project while redeveloping ( enlarging) and technically aodifying. The evaluatioc report speciatly pointed out that the poor water qaality of rivers aremainly caused by the sewages of cities and a gpeat number of factories. For the poltution discharge froma the ships in-operatios1 it is obligated to conduct special treatment in this project. Especiatly for the ships which have not followed the requirements of . "Anti-polultion Structure Norms for Inland River Ships' No.TI6 (S1) issued by the State Jispection Bureau to dispose of the oily sewage and retrieve for utilization bxt to directly discharge the sewage into the water budy; more attention should be paid to. Thr reason is there is no respective taken-over and treatment systems on la3d. It is determined to provide the two pollution-collecting ships ( with ffective volume of 1Scu.ia oily sewage, living sewage.. living garbage stored in each cabin, power 'itted with one nain machine 40P17135) in the project design. The treattent an land is undertaken by Hangzhtb Jiaxing and Huzhou ports. After taking the 23 above-sentioned measures, the poltutant Iischatge from the ships passing this channel can he basicly coatrolled. According to evainatiun on environment effect. the ship noise effects on banks along the channel shall be buffered undcabtedly after the aidening, deeping and cut-off of the channel Bm as the volvAe of passisg vessets in this channel increases year by year. the navigation noise shall be still in the ascendant. According to the evatuation on enviresentatl effects, tke navigation noise is naily subject to the pollutant source. It is caused due to the exposed noise level of motor drivec ships greatly exceeding the reguation on noise levels on board for inland ship. Especially, there are no cabin, no sound isolaticn devire and no air exhaust and muffler in most ships. It is the basic reason of noise impact. It is reqaired in design that the port and navigation supervision department to control eaphaticly the ships in operation at present which do not meet the "Reglation on Noise Levels oa Board for Inland River Ships' (GB5ig5-iN) to buffer the noise effects on environment. During construction, land borrowing and soil piling on other land should be arranged in outside the both sides of revetsent along the channel. The height mark of stacking earth is li h:dher than that of revetment- The stacking earth shall be levelled off and tand shall be created to plant albery This year planting, nest year benefiting. The mulberry is of high economical value and planting mulberry can not only increase econonical income. but also aake the both banks atong the channel green, it is so-called killirg teo birds with one stone. TIe charnet reconstruction cutting through cities or towns shall be iapLesented according to the requireaents of the city or town planing. The 24 greenbelts are arranged on both baks along the chanael iE this plan,ing, its investment has been settled town tbroaga planting plan of the city or towsn At t*e initial stage of going operation, the dustproof *ad noise reductioa functjon of the shelter beit for the terfinal wil' be restricted by the growth of tree. ID order to reduce effects of dust and noise on tfie outside arem the design requires that the height of leeward enstosing walUs for the terminal should be appropriately increased and uanLIement of development plan for leeward region should be strengthen. The leev2rl regien shaUt bC planned as the reserve development region for the terainal in principle. 4.1 EAnViTouaental protection measures 4.1. Ihamnel recmstruction project a. Noise The investigation background of existing noise stata is proposed in accG:dance with the assessment report- The arithetic wman of eqaivalent noise level at daytime in the four channel sections is 71.4-7i dB0A). It exceeds t4)e daytihe standard value To dB(A3 of tie second catagory region in - CiMW Environmental Nn-se Standard for Poits and Areas on River Banks GBI133-85 by 2.3 dB(A). Therefore, based on ti:is premise of non-breaking off tiavigotion during constrtLction, it requires tG ret up the signs for rwise cf)ntrol or the sign:s for adst!e forNidden on bot0 banks ef consi-actic;. site and to strengthen the cruise management for reducing b. Iapact an fiszery and irrigatior. 25 During dredging period, bottco and polltted by the industrial waste mater will suspended aga.n and reoved with water flto belt !aviag harmful influence on fishery asd irrigation. The contractor is required to take appropriate measures such as construction of temporary cofferdam with un-polluted soil to separate fish pond from 4ater body of the chamet when there is branch between them C. lmpact of mud throwing area The engineering earthwork especially the bottom aud has been pottuted by heavy metal such as As, Ig. Pb, Cd, Zn Co etc. content of some bottom aud sample exeeded tFe standard of water quality for fishery. For contaminated sediments an enviromentatly sound disposal measures wilt be taken, Rain water flushing in and tkrawing area witl affect ground water and pireatic water ased for drinking, irrigating, and fishing. During the constructio the selected md throwing area shall be far away from water resources including water welt) and fish pond. According to hygiene standard of drinking water. mud throwing area shalt not be proposed at protection betts locate at looeR upstream ada Ilion downstream of the ground water resource; for water well based on phreatic water, rnd throwing area shall not proposed within the range of 39& aroud the well; coafferdam shatt be bailt to separate the mud throwing area from outside waterhody when there is branch between fish pond and the waterhody of channel. In accordance with above standard. mud throwing area shakt not be set within the range of 2Dm around fish ponds. Site scheme of mud throwing area including disposat sites for contaminated sediments shall be approved by tocal environaental protection bureau before construction. the surface af waste soil shall be covered with non-polluted soit after the rompletion of construction activities. lb 4 1.2 Terminal construction project a Dust Pollution factor TSP is engendered by sail disturbed in the course of excavating and filling earth in the dry period. The inflaence range of dust at the construction sites is variable with wind Yetocity aader the cinditian of natural stability, It is knoun from the geologic report of the project that the dust influence is owing to less when the natural water content is greater; onty in the long dry period. it wilt have a certain influence due to tower water content of surface soil, but the influence range is stilt within the occupied land of the tervinal. In order to protect the site staff's heatif the contractor is required to frequently sprinkle water on the construction access so as reduce the amount of dust. b. Noise It os forecasted that the influence radii of noise with intensity of 65dB(A) and 6Q13< A) are SOm-lBO and 177.8-n-195 respectively when the exposure level of construction aachinery noise is 85 dECA), thus it has basically no influence on surrounding villages. 4. 2 Environmental protection measures in operation phase 4.2.1 Channet reconstraction project a. Water quatity protection coaprehensive water pollation control plans need to be mentioned. Waste water treatment should be carried out according to Discharge Standard for Vesset Pollutioun SB3552-g3 (see Table 1,2 3). The rate of resoval of pollutants and disposal is required over ges by year 2000. b. Noi'se eTable I GB 3652-83 Discharge standard of shipping pollutant 1l{ximlm allovible discharge coaceatration of shipping oily sewage Discharge reach Discharge concentration (mg/L) I Inand riveTt < 16 ! Set, area within 12 atuticle miles < 16 1 fro!m the nearest land j Sea area outside 12 nauticle miles C 11O from :he nearest land ,.bie : Maximum allowable discharge concentration of shIpping d.?mestIc sewage (mg/L) Coastal area ; 'tes j laand rbver -~ -- __ ___ __ iithMr 4 nauticle mIles 4 -12 nautiole *lles from tbe nearest (and from the nearest land Roll9 < 50 < C 50 t _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ sUS.'ended %Atter < 150 < IS0 a, ithout apparent suspended solid mAteriatl , eotor bao, ss janot more than cnot more than 250 in not nore than 2000 in 250 in i00 el 200 iaL 00 2, f Table 3 Discharge standard for shipping rubbish Effluent Inland rivor I Coastal area Plastic products No throwing No throving Rubbish is forbiddea within I Floating material No throwing 26 nauticte miles from the. nearest land Rubbish which his not teen pulverized Is forbidden to throw into the sea within 12 nauticle miles from the Food waste and Inasrest land, while rubbish i No throwinrg which has been pleretized other rubbish | and is less thta 26 mm in ! patrticle diameter is allowed ! to throw into the sea outside 3 nSuticle miles from the ! nearest land. j ! . ^ t~~__ _ _ _ _ _ _ _ _ _ _ 25s Noise contort will be carried oct according to " City Environment Noise Standard for Ports and Area on River Banks' Gtl3M-99 (see Table 4). In accordance with the prediction after investigating the existing state of noise, the noise level on both banks wilt be Um-33a far away frona the central line of the channel in the daytime and 35s-20an dtm-ing nighttine which exceed the standard for Class 11 area (333-733 in the daytime and 3Va-245m during nighttime) based on the channel top width of low in year 200I- Through reconstruction. the widening and cut-off of the chanel is favourable to reduce noise- however. emphasis should still be put on the control of pollution source. The noise level of inland ship should be renovated within the specified time according to relative stipulations so that 'the noise leval of the whole navigation line can meet the standard for Class F1 area. GB1111339-89 'Env ironmental Noise Standard of City Port and Both Banks of River' Table 4 UiaIt: dB (A) Suits able area Dayligh t Night ILemarks t ~~~~ _ ,__ __ _ . _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ - j Including the locations of rsI idence, culture and edacation, hospital I Clans rI ra | 60 6 G and organaizatioa, along t ! I with both banks of ritvsr |iI passing through ships ! I below 60 per hour. Including both banks of CIass II area 70 56 river passing through I S ships beyond 60 per hour Note: The auddea noise (eg. whistling noise) occurs ocecsionally at nig tg ita maLimu n value is not allowed to exceed 16 dB(A) of the standard valte. 4.2.2. Terminal construction project I) AtmosDhere: The handliag operation of coal and cement will make an influence on environment to a certaia extent. It is shown from the forecast for handling process of coal and cement anA the concentration distribution of yard aust that the conecentraton on the ground is mainly related with the dast amount; the generation amount of dust is directly limited by the factors such as natural condisions and operating situation; the dust blows mainly in the process of loading and unloading toal and cement; the amount of dust indtced by the natural wind in the yard has relatively less influence, for which the yard effect can be not taken into accountt uader normal climate conditions. 'The evaluation report' shows that, under general conditions, the dust produced in the course of handling coal and cement can make the concentration exceed the criterioa within the lee side of 600 m; if there is strong wind, the scope in excess of the criterion will expand to 650 mt if water content of coal is maintained more than 6 %, the situation of exceeding the criterion will be improved. Due to settlement of dust and low altitude of clearing dust it make the scope of concentration distribution narrow and the concentration of dust is larger within a near distance. The maximum concentration w il appear within the scoDe of 100 m. For this reas'on, the times of sprinkling water are needed to increase whea loading and unloadiag cargo in windy day &ad the shelter-forest shonld be planted in the lee side of the prevailing wind diretion to prevent the diffusion of dust. The professioial criterion iJJ2006-84 criterion formulated by the Ministry of Commanications) ;s used as a coatrol target for coal dust concentration of port operation and personal labour protection should be strengtherned. The discharge volume of SO , NO from ships and cars is relatiTelv small so it has less infliaence on the surroundi.ng environment. In order to grasp the impact level on atmosphere in the termi nal. emphasis shall be u t on the impact of SO NO in addition to the dust caased by coal and loess. Stipulations of Class III in *Quality Standard for Atmosphere Environment' shall be carried oat for the terminal.!see table 6). 31 - Control target of coai dust concentratioa for port ONperatio:t %JT2008-84 criterion for=ulated bv the 34inistry of Cto=aunzcations) Tabte S Control trea; Max. allowable Operatioa site Roving operatioa concentration (mg/ma) sector Item3 ' Shin unloader ' 20 6 50 tipper 20 30 spiral coal unloader 28 60 shipment hatchway 20 ! 30 loading train site 20 30 ship loader 20 30 belt conveyor drop>3m -- 50 transfer site drop<3m - 30 beltt conveyor in adit 20 open-air belt conreyor 30 stacier - 20 30 hopper-failing p?lace 100 iacdling truck 30 ooeratioaal road of yard 20 Note: i The operation site meaas the location where the operators stay frequently aad temporarily for loading and unloading cargo; 2) The roving operation sector means the sectoT where the operators stay for a short time for adaptiag the mobility of iandling operation. 32 Atmosphere Environment Quality Standard Tahte 6 Concentration Limit (mgIcu.m) Pollutant T Data Colle.ction Class 1 Class 11) Class m Time St. St. St. 1 ~~0,50 TS-~ Daily Ave.015 .3 Any One time O .30 05 07 TSP fDal~y Are. 0.05 0.1 025 Any One time 01 .007 %Ox ~ Daily Ave. 0 OS 0.06 0.10 Any One tirne 0.13 0.50 0.730j co ~Dailty Ave. 0.03 0.10 0 1 5 0 ~~5One time .0 1.0 100 GA 03 03 (2) later quality protection In order to project the water for the terminal, the waste water prodnced in the operation stage mast be treated, The oily water is collected by man power or buried pipes and treated in a isolated oil task; and then, it is treated with an oil-water separator instatled on the land; after attaining the discharge standard, the water is drained away. The runoff in the coal yard treated through setting pasin is used for watering the coal yard, where the coat *ud is recovered and atitized in a comprehensive aanner After pretreating domestic and stool sewage in a septic tank, it has to he biochemically treated with a related equipment. Having reached the discharge standard, it will be drained away. while the sludge is desatered to serve for fars fertilizer. The shipping pollutant and oily water as well as the dosestic sewage are untreated at the tersinal. Having treated and attained the discharge standard. the sewage can be drained away. Drainage for the leruinat is executed according to the following criteria: GB3352-3- ' Discharge Standard of Shipping Pollutant' and GBO978-98 - Synthetical Discharge Standard of Sewage -, in which the stipulation of grade it standard of maximum allowable discharge concentration for kink 11 of pollutant. (see table 1,2,3). For sewage discharged into sewer of the city, refer to regulations of 'Water Quality for Sewage Discharged Into Sewer of Citvy (see table 8). Above-uentioned condition set the foundatico for water quality Sonitoring, 34 I iaxiaue al lowable dischage eonceatlatioo for kvnd I of pull Iutant for G88978-88 syntbetical Table I tnit _ig;L Standard grade grade S staadard grade ii standard value grade mIT Scai ne lv existing n ewly e cxisting standard ' iPo. lutant ecpanded expanded . pH 1aive 6-9 .; S a - , -9'' . -9 2. coi.'aritv 50 S0 S0 100 i diluti,on miutiple) p- ' ; 3. Suspended matter 70 i 100 200 2zO i 400 i i 4. 3D0 , 30 60 0 S0 j 300i c 100 1 SO IS0 200 i - I i s.peti-oie i ! 110 10 20 30 7.antmai and 20 30 20 40 100 vegetabie oils 3.v-lati le phenol 0.3 I 0 0(3 -.0 2 0 9.cya-ide 0.;3 0 . 0o S . 1.0 . 10. suiphIde 1.0 0 1 0 2.0 2.0 a .a3z-ni a ca1 I ' 2S 40 - * 12. f'uc'rtde 10- l - 10 i 1 20- 20'1 30- i3. ph.:sohate3' 0.5 1.0 -. 7°.0 14. f..r_aidehyde 1'0 2.0 2.0 . 3.0 - IS. an. ino 1.0 2.0 2.0 3.0 5.0 a6 nt nben;i t7he t 3.0 ?.0 30 13 0 * I8. _oper 0.3 0.5 1.0 .0 - 3.0 19. - :inc 2.0 4, 0 - 20. margasese 2 C .0 2.0w' 3.0' a.3 35 Wa1;el Quality Standard for Sewage Discharge Into City Sewer(CJ18-86) Talibe 8 Al I wox, ! Al Iowod Nio. i ini cf l . jl. (. Noinc (i l, jtom j I ,he~~~)nsily +,ni. I , 1 11 U- 113 lti-tiucv I, I IS 2 S*)I i ? [Ixrw Lo Sink i 400 17 Wo'rcurv an,d is Inorganic ammxund 0.05 .I. . -~~-.-….{.t._ ..j_....---......_,-......... 3 Bll<, 1-1 iK wa I l Omb/I. 18 Cadmiun anni its Inorwinic (Cowo*nd 0. 1 .... ... ...... .......... W) W 19i 1,vm i!i?aJend itLs Inoranc CmmndIe Rm$??d. S j Minom I Oili 2 20 Cuppor and its Inor8unic Comx)unfd I 0 Ii(1Pn(1fl31 .. r. 21 7.Zinc .I( ii.'.i Inorguani C(omflpound 7 ' (> i i 0.k Z j , ikoti and H.s Inormi;nic CGotwund I ; 8 . Sulp1Xhu,iA1. . I s ^ ,tuny-,jne^ 23 ianus n ts Inomanic omsournd 2 0 Volai ti I'PhanolI I I 24 Irorn and its Inorganic Uowund 10 ,0 I Te,,,p,cra,our' St 25it zr1 tfin AnLiww;y and itrs Inw-ounic .o w..d I, I l'uH) I 0, C 30,((0) 2(, |ix valoneo Chromium and Its Inorsanlc Copound 0.5 121CMD I 501150D) 2? i lfrhi-valonnm Chromiumœ ,nd ils Inofrganicf Comix)nmd 3 13 : (' IuiiIti o1 So (id 20; ?8 iotr-on nnd ils Inorwpnic Cowxund I 14 Orwinic Pho-;hoIri 0l5 20 I So lonium Wiad il« Inorganic Cowpownd 1 2 15 AM sli} m 3 3(1 Arsnic arid its Inorgsanic Wvuxwund 0.5 NotAI: i giur-(s ii Oftisidh bho hr okoUs nre s'or owewa3pc ysrtem of se,age Lt'oatrentmt factory. Notes: 1) pI1 value of grade IE standard has been relaxed to 9. - in the existing thermal power plant aad viscose fibre in eussrVy 2t The ae;ena4e4 matter standard fer Ph3zq,tate fertilizer indQstry has been relaxed to 300 mg/L: T if rie waste water in tie industries of papermakirig, leather, food, woolwashing, winemaking, ferment, biological phaTmacy, meat processing and fibre plate is draited into the sewers of city and town, where the grade 11 sewage treatment plaat is provided, the discharge standard of BOD. atd COD)cr can be relaxed to 600 rg!L and 1000 mg/L, reapect.-vely. The conkrete limit caa be consulted with the manicipal admin istration departments; 4) It is the allowable discharge concentratioa for the low fluorine area (The fluorine content in waters is less than 0.5 mg/L). 5) It is the control index for draining waste water into the storage river and eaclosed waters. 60 For the synthetic fatty acid induastry the discharge staedard is cewly exoanded to 5 mgjL and for the existiag enterprise it is tp to 7.5 mgfL. 7) The second poliuta2t means the one that the long-term effect is less thari that of the first ore. Sampling at the disch^arge outlet of an efflueat unit, the maximum allowable discharge concentration and the maximum allowable drainage ncrm of partial trades must coaform with the st;pulatioag listed in Table 2 acd Table 3. 37 Table 1 GB 46552-83 Discharge standara of siip7ing pollutant Maximam allowable discharge concentration. of shipping oily sewage Discharge reach Discharge concentration tmg/Li Inland river S 15 . Sea i-^a within i2 nasiticle miles 15 re ;he nearest land Sea area outside 12 cautidle miles < 100 from the nearest land Table 2 4axi-83 allot able discharge concentratien f sn* pp ng do_.es t,c sevage -:g L) Ctvastaji area Ete- t-.t!and river *Ithi n 4 mauttcle M !es 1 nautIcte - -I fre- the nearest land frOM the nearEst !annd 50 < 0 -'ierxnded -at-ro < 150 i50 =ith(ut apparent suspendsed so; d *er:a .i 1l:.n b I us n~~t zo'te than not -ore than 250 :In not =oze an :G ann 250 in '00 1 1t00 - S 0 -: Table 3 Discharge stamdard for shipping rnbbish Effluent Inland river Coastal area Plastic products No throwing No throwing Rub,bish is forbidden within Floating material No throwing 26 naiticie miles from the i nearest land Rubbish which has not been . pulverized is forbidden to' throw inta the sea within 12 nauticle miles from the Food waste and mearest land, while rubbish6 No throwing which has been pulverized- other rubbish and is less than 25 mm in particle diameter is allowed to throw into the sea outside 3 nauticle miles from the nearest land. iil. Noise: In accordance with C311339-89 'Environmental Noise Standared of Urban Port and Boti Banks of River'. noise level A for surrounding c ircumstance around the terminal will aet exceee 70, d3 that is the standard of daylight in class iI area, but the ~Oise of t-e lanidling process and traffic at nig'ht exceeds I dR(A! cf the standard ralue. For this reason, in order to rodt-ce noise, the enclosure wall will be set up in the tertinal, an. the forest shelter belt will to be planted in the ice side of the prevailing wind directioea as well as the ettrance relocity of 59 train and track will be limited 7ithin about 20 K1!h. Meanwhile, the handling equipment to be purchased should be made a fuil comparison of. It is necessary to select the equipment with low noise, to operate it rationally and to carry out maintenance reguiarily. The noice is controlled below the standad value of 70 a3 (A) at daylight and 55 dB{A) at night. G311339-89 'Environmental Noise Standard of Urban Port and 3oth 3acks of River' Tabte I Unit: dB (A) Suitable area Daylight Night Remarks Inclading the locations of residence, culture and education, hospital Class I area 50 50 and organization, along with both backs of river passing through ships below 50 pe. hour. Inciuding both banks of Class II area 570 5 river oassing tbrough ships beyond 60 Der hour .lote: The sudden noise ieg. wh-istling noiseo occurs occusional!' at night. its maximu m valae is not allowed to exceed 16 d3{Ai of the standard value. iv). Solid waste: The domestie r:hbkish of hiDs reacced tie port will be received bY the terminal and. together with the rubbish of the operation area and the dormitory, transported to the city rubbish treatment station to dispose. It is forbidden to thtow into the water s. 41 . 2 - East Dongtin i Hill : * ~~~ -_ \ \ -¢ie :--7 -- --_- _ - _ \ * , ; ; S _ * ; Ž _ § - _ { ;2e l _,, ; -C' ~ /' - /f - ! , - -------- 4 _z~ P -- 7 .- ; eL / -s Bi -dWa t w ; ~~~~) / _ N r> ~~~-_ -j!:;'--;---- /t N* -< '- 4-->g- ~~~/ *=-2-g / _,, - ,;S 15W . )0000)5 D .0V005 0.000I 0.0.01 0.003 ... ,.S.., . ..-..-.....-. -. .- --------i . _.......s .-. .-..-. . 10 ! (.a to tcInIum t: ig/i moz 0.00?0 0.005 0.00 0.01 .j .... ... - i ..-. _.....-. --.... 11l r '.lormirrr S %I>:- Vrr rico)! rug/i< n. (.Ol,0 Ii U11$ 01.05 0.05 ! 0. 1 1 N1, Aroi 4 : r/l' j l j .OU 0.05 0.05 0. 15 ,lLelAr()l fS - F/1 LO-05 0'O5 0.05 0.5 1.0 :k om iels y [! j(J.ittqt.d l asird ing t,o Lire brmsground, tt 11,, low,-SI'I icnking li it.. * Prtay is IiJ 'al}Amard. environaental aonitoring point of atbosphere, water qualtity and noise shall he proposed according to respective features of the chanels and terminal. 9onitoring 4-3.1 Channel reconstrtction project A. later quality a. Construction period Moaitorinc item: water. temperature, pd, CoDan, BJDS, SS, volatile phenol. CN- petrolues, Nf3-N. N"3-N, NO2-N, As, Ca, Zn, Cd, Ph. Crfi+, Kg. Monitoring point: downstream of the construction site, the first regalar monitoring cross section proposed by local environmental protectian department. Monitoring during the channel construction,. ance in a aonth to test frequency the entire set of water qualitv including SS and BOB5. and period. in the begining of the constructiou, once in a week; during tnxe underwater amd is dredged, once per day and once on the next day after the construction coxpletion. Executive organization: The cortractor, local ionitoring statior. h. Operatioa period Monitoring item- as same as that in construction period Monitoring point: fifteen regular Monitoring position foT Beiiing- Hangzhou Grand Channel: nineteen regf!ar monitorlng pesitions for 44 iangzIou-~Sbanglhai chennel; ten regalar monitoring positions for Changxing-iuzhou -Shanghai channel1 fifteen regular monitoring positions for Zhapx-Jiaxiag-Suzhou chamtet; Monitoring three times each year. namely in the first tea day period frequency of April, July, November. two continuous days each time and period: one tine each day. Executive organization: locat monitering station B. Noise a. Construction period Monitoring item: Construction noise (including noise caused by the transportation of construction material) Monitoring point: at upstream and donstream 108Q away fron the construction site. Monitoring one day each week, two tines each day(once in the norning frequency and once in the afternoon). and period: Executive organization: the contractor. local tvvironmantat monitoring station. b. Operation period: Monitoring item: shioping noise. shipping noise resources Monitoring item: for the noise of ships. the location of monitoring points are as sane as that of regular sonitoring positions, 45 In away Frow the bhak and the construction along the river. sotud-level meter shalt be i.2* kigher than the ground; for noise resources of ships, engine room, driver's cab and residential area. Monitoring for spipping noise of ships, two times each year, two frequency continuous days each time, at lO:Of or 22080 each day; and period: for noise resources of ships. one time each year which ia as same as the annual checking time of ships. Executive local monitoring station for shipping noise of ships; organization; shipping cotpanies. ship mmers, and the ship inspection bureau for noise resources of ships. 4.3.2 Terminal construction project A. Water quality a. Construction period Monitoring item: as the same as that of t!ee channel project Monitoring point: the first regutar monitoring position at downstream of the terminal r monitoring one tine each month Z01i5D- ss . ao2ct Aj frequency and period: Executive local environmental nonitsring station organizatiaon: b. Operat ion period Monitoring iten: discharge exit in terminal, CODm B0!5. petrolteu. SS, the first regutar monitoring position at 46 downstream of the terainal, monitoring parameter is as same as that of the channel. Monitoring point: discharge exit in terminal, the first regular monitoring position at downstreaa of the terminal. Monitoring one time each day for discharge exit in terminal; freqnency for the first regular monitoring position at and period: downstreas of the terminal. three times each year, namely in the first ten-day period of April, July Novernber, two continuous days each tine, one time each day. Executive environmental sonitoring station in the terairal for organization: discharge exit; tocal environment monitoring station for regular monitoring position. B. atmosphere a. Corstraction period Monitoring item: SOZ, NNx. TSP. dust. Monitoring point: leeward of normal wind in the terminal and surrounding four fixed tenitoring points. Monitoring one time each week frequency and period: Exect itve organization: environmental monitoring station for the terminal. b. Operation phase; Monitoring itev, as the same as that during construction period. 47 Monitoring point: as the sane as that during constraction period Monitoring frequency and period: environmental monitoring station for the station C. Noise a. Construction period Monitoring item: construction noise (including noise caused by the transportation of construction material) Monitoring point: as same as the fixed xanitoring points for atmosphere. Monitoring frequency and period: as saaa as that of atmosphere. Executive organization: Environmental monitoring station for the terminal. b. Operation period Monitoring item: noise caused by unloading anad loading operation and r transportation trucks. Monitoring point: to be adequatedly selectedh Monitoring frequency and period: one time each day Execative organization, environmental monitoring station for the terminatl A 4.4 Training ptan of environment protection managenent personnel The advancesent of science and tcchnnloty. prosperity of economic Ae-veltopen! of soeiety depeed on qualitv of the labourer. in order to fosier large quastities of talented persons, me list this plan of enviromental protectior managenent personnel training as .ain content of uanagement For types of training. on the one hand domestic and foreign experts are invited to Zhejiang for givine lectttres, consulting. and setting up training class, on the other hand a certain nusbers of management and technical persons are sent abroad for training so as to improve their professional and manargeent ability. The train plan .s as follows: 4.4.1 Domestic training; S persons,-one month; 4.4 2 Training abroad: 6 persons/one month; Susarv of training expenses: (;) R.M.B 32010 vuan (2) U.S. dollars 480lD(equivalent R1.AB 417610 yuan). 4.5 Costs for monitoring equipment According to actual sitnation of this project. environmental onitoring station wilt be proposed at terminals in Hangzhou. Iiaxing and RuzhoE. For equipment needed see folloving table 12. The planned purchasing expense is 153.000 yuan. 4.6 Investment of environsental protection execution The investment for environmental protection of this project includes receiving facilities for ship pollution, treating of living sewage. dustproof engineering. afforestation. monitoring equipment, treating of sewage containg coal, and training of environmentat protection personnel. The total investment is 4182, 800 yuan in R.N.B.- for detail see tahie 13) 4. T. Schedule for item execation and environsental management Generatly the items of eavironnentat protection will be executed in the tater period of constractionm Ouly the envirommentat mozitoring work during constraction must be carried out on site. In order to implement the monitoring program of environmental protection, the arrangement sukm as personnel selection, purchase of facilities, techAical training, establishaeat of management system and the honses used feo management etc. should be made in synchronization with the preparations before construction. During the implementation of envirowmentat protectioa program, it is * necessary to train the personnel about the monitoring methods, monitoring requirements and various monitoring targets in the construction and operation period, to hold meetings in turn. to aske preparations for all respects, and to check the monitoring program drring construction ,gd operation period, in addition, it is necessary to establish statistical Ssystea of data obtained by manitoring and reporting systen of aonitoring condition. (refer to Tabie 14, Table i5) 5& I ?~~~~~~~~~~~~~~~~~~~~~-~~~~~~~~~~~I- ~ ~ ~ ~ ~ ~ L - .,I.1k.- S. L a - .; 1 riK; --- I I L *L_._ Vi SS _4 I ' J ; '~~4 - $ I I| ' ., c _ I} I' e 4_ a i_v_I . . . .__. , ._ ~~II w ; I..~~~~~~. -Schedule for item constniction and environmental management labte 14 r hem 1994 1995 | 1996 1 1997 1 1998 |Reqnisition of land _ t c c r I and removal |Afforestation bells I K T_ | in towns and cities Planting milberries tin the area of piling Training monitloring - personnel at home T iraining tnonitoring i '1'| perswnriel abroad | | ii| I I , i T3' |s lteieituc 0f proJect oonst.uctioo period an!d managemet activity Tab le J r 1 ________ tew Tl ____________|__1355__1,_ _*se _ _lt 1 Plantitt fores;t shelter belt t { 3i Sett!r. up Moitor !ng statlon ,rA:atng of supervisors at home ' . .pervss aroad I i * . * __ E4VIRONMENT' PROTECTION INVESTMENIT TSB'II, (Cnan,,e~ .Recopstructior1 Proejez:) :Gi~3 I Y ew 'ife :ia' Sew'7aterinq nRabis. -f iF,reeLm 1 Mm-, tor Awi . t -u4w.! \,E- Sewsa3e ' .ea-uwe!* -aTm.a iem ;m ' k'St m :ae .,~~~~~~~eatr,;.: T rearuent 'tT-eatreQ: b X s p r a i- h eenisu '~ &wset. ; fT-is.*O. rGari 2'aaa' *' E"-nm,~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ * - ~ ~ liLh - Pe1 -a-,,-- -.. ~~.QZCanLMa * ' --a.* - io- . . a i -! *i . ;A AAA I64 30h. 9 :t . .t oun- thc ft!rer :e'a-,cza;e te ak s ~L. , i3:~:oce a ae- c-ar. a -s, a ti:thar, teer. inicluaies in ites; i Cne ri -. * : iesw esci be d,aiiL ;=d,v urban see-:_. A,&- Th~e ceazisiq a-. trarnsportng Uf qazIbage ~kal~ ~E ar6e;taLen by url.az ea-viroasen1tal, sar.ta';cr L- ALa; A-. :; L - Then if- ,rt w fe lo iraaa a eni i,-ftz-rrxn ca I '..} .o I X i' F.~~4j c... . ~~~I *et ... . . .. Vl,. ..__,_, ''''" 9 . - . -: '"CX j0, t t ~~~~~I 14, Iti1 ~~. .... . ...--- . -------.- -.....I...---- ----!-E----- er,~~~~~~~ , ; . ,a a_-11> _ _*.._..__ .t_ .s . _. .~ ...._ _ . ....._.. . . .__ . . _.^_ ......_,._ ___._.__ _.___ _. .._ _.~ S. _...........__ _ _. ...._., 5 Daties and Procedure of Organization for Environmentat Management lased on the 'Eavironuentat Protection Law' of P.R.tC- the eavirommental protection departsent under the State Council ( State Environmentat protection Bureau) takes repoasibility for executing supervision and manageneat over the eiiviroaseittat protection work in the country; and environmental protection department under local government (above the county level) takes reponsibility for executing supervision and management over the enviroamental protection work in the ares under its jurisdiction ( nasely regional environmental aanagement); communicatioas aanagement departments at varioas levels takes responsibility for executing supervision aAd management over the protection of pollution of its own trades. 1) Zhejiang Provincial Environmental Protection Bureau Zheiiang Provincial Environmental Protection Bureau wilt take reponsibitity for execating supervision and management over environmental protection requirements within Zhejiang Province,make an investigation and evalaation on environsental status Jointly with the departments concerned, forsutlate environmental protection plan and report to respective department for a-gproval. coordinate with the Project Administrative Office and local environmental protection departments to execute environmental protection management outside and inside the channel (ZI Zhejiang ProvinciaL Environmental Protection Scientific Research institute Zhejiaag Provincial ERvironmentaL Protection Scientific Research Institute is an environsental protection scientific research consulting institution which is responsible for iavestigating and evaltuaing the environseenta' status of this project and writing assessuent report and supplement materials. 54 t3). Zhejiang Provincial Project Mainistration Office (PAO) is responsible for compiling all donsments according to the requirements of UB loan, coapi ting ervironmental protection action plan of this project. and the final implementation of the project tbrough its organization during construction and operation period- For details see Drawing 6 and Drawing 7. PAO sets up an environmental Protection Division equiped witb 2-3 persons. whose duty is: i. to provide asistance and opinion abottt environmentat protection measures and environment monitoring to PAQ teaders and division leaders. 2. resporsible for coordination with relative governxent departments and uni t s. 3. supervision of execution o! environment protection andparticipation in works supervision. 2. keep informatior replying to and from the WB environmental division by PAO The PANs in Rangzhou. Jiaxing and llazhou wilt set up environmentat sections equiped with speciat personnel. whose duty is: t. responsible for the conrection with the environment department of FAD. Z. supervision of execution of environment protection and participation in works supervisien and coordinating dispose !he environmental accidents. 3. foupile the report and statement table of environment monitoring e-nvironment condition. 4. coordinating to establish the environmental station of port. train the or.itorir,g person,nel technology. supervise the execution of envirosent plan during the operation. 55 The environmental onkitoring stations set up in ports with 6-2 persons are responsible for the monitoring po:t during constraction and operation. whose duty is: 1. to welt know work plan and objective of monitoring work for monitoring statien; 2. to keep abreast of environxentat quatity trends and its change tendency within the monitoring scope for the monitoring station and fulfill %onitoring task at regalar interval and station; 3. to statis.ic and analyse monitoring information and report to the leadership on time, 4. to collect information on a sndden eivironsental pollution accident in time and report it to the leadership repid by and to organize contigency measure in order to reduce and elivinate environment e.fect, 5. to assist exection environnental protection project. compile report monitoring data and set up environmental protection achieves. E RNIW.MAL PROTFTII W4FJFlrFF ANM) lITWOIP, (WiANi7ItIfO Fiq. t j rrPsfjit I Alinistralinn I i 0ffire (PAO) | iProvintcial i Coopersion fitv Fiviora t a I FxmIira icm Frvironent-at |Protectin | caI l,fi PA Mi'nicipal, Coscrnv Uoupertation - vIrqnatota. fsViren enlal i I _ Contractort | Protes ior Bsnerea o P letec!ior Sec t.i Esstrostmens i Estabijsh,.nt r;i~~~~nnsF taIIi sl'n Coiatny Monitorin i Port Meoituoring i Station , aticn S. Raniroinmental Protection Management Procedtre (Drawsing 7) eVaiuation report for! eviroaimental effect t &sigAing design task after approyal ________ Zkejiang Proriac isl!( Zeit Poies Projeet management i i : : Protection Otffice (PAO) 3Ureau ; C'oceratioa wit | , t coxpi1isng items j - |Prorincial Scieatific for project Researtk Icstitate of Enriroamental Protectio' enviroamettal proteetioni i management & design _ ' _ ~~~~~~~~~~~ -~~~~~ < ~~~~mot Channel and ,Proyicial Depign ; Por* Office In'titunte of ____________________ project d.esign . MOIL Itoricg 8t&tioal after assessment I Constructio: contractor Sta;ervisiott , ~~~t : ~ ~ cosrcIo projet eiu , ;.maato .'cn6reto eop.ratioL it cooperatioft c eompi 1 ing .i or lag i pla.niag form supervisioft _ m .gement 5. Sumary of Requirements for Eaviroaentat Management ant iNtolitbring * Tabie 16 Entvironment Action Plan Executive Bidding 7mob ten Agency docusents A'Prcparation phase Al tcrriate .b e&sitifiQcenter t!re r.' channel shai' be ZPD!C of certe: e tdized as mucth as poss"bte or aim to widen tiner at the single side in order to niriimize the tand acqu:siofl, house demoiishing and other struct';res. Re\Kewina aiternat-ves P'rotec t 2evetcent shailt te prcv;ided at the newly exca- ZPBIC farm Land vated side in order to stabilize the revetuent and cre.en; stope sodI ersos:ln ,>£>j,,.:;- >_irmai Ly demoi shed bridees sha. b re rebui'.ded ZPDIC -a' :Of.S lo es e i ocai ooainL.tSLflZ 0or peopcU . PA40 So;- s.a:n uOtSe, fo-r brick lakint :tct teda- .'r "a '.:.;d i erni river l no bachf i reveteleni P40 'i.':_ 7. Aif2:sid e aaI.;. - ::\n.- ¼ y.o~rr te al.e lmt.es shalt' onor.o- 2; -~ ~~ ~. ?C "Sr:hOS tannltt.ting wttb ea:n~u Z00E _::-'.:. . _>: ' .' arra soon' ee ar.ansco sezarai'.y ¼ PU;E2 :.- -55 .5tqnStc0CC p;7an hasec .on topc9OaO-aI l nV1O: i EJI : epa ets d Nornait cIao. area s'-a. -. mioJA-:r1 :r2 the .ee dareoctvac wiLt 5L; protection tree belts provided between coaL wors- ing section and others from being ptluted each a other. LConntraction phas Channel techniical Noise Noisy construction activity shall he prohibted Contractor specificatioa to be sarried out ir. aight(egqpitinr) 103.05 103.05-3-(9) 'avigatio,n S.ngle side constructing schedule shall be Contractor Clanimel lurIng arranged to 2lnimize the influence of saviga- techaical constructiontion., channel patrolling shaIll e en2hanced Navigation specification to ensure safe navigation,. supervision 103.95 204.01 204.02 material NorzalLy material transportatiorn shall avoid Contractor Channel trrans- the peak time of navigation. techuicat pertation specification 183.05 Kai- The mud throwing area shaLl be away fra the drink- throwing ;ng water source and fish ponds as such as Contractor Charnei area possible, normally shalt be 1008a and lOm from technical Water source at up stream and down stream respec- specification t;vely- Dredgcs soil shall not be stockpiled in 103.05 the area of 50w in well and fish gond. Unpolluted 2G3.G7-: scii shaLt be filled upon the waste soi5 from 203.07- polluting water body. Fishing The fishin.g activlty might be inFLuenced by the Cestracto. Channel :ft!uence o!a!tsy p-iluited water as the worcknq activity technicaL cacsed Sy dredginr ship T;e contractor is re- specification uLired thiat -cffer dac Made by ur.potluted soil 204.33 sha. be pr2vi:ed to se3arate the fish pond from :nlard channel. __sre st;.a.:nois sialt be str,,c:t carried cot trctcr Channel :nc.de - prevent :nfectious disease as_tf:r technical _amv^ ansflascaito . an waste snal. be coVactec :n sbest:c nca specification tani ar.d ha away fraom errnk:g sater scur ce. 105.0! Packing sater:aL skall be recycled rather than AA%Q 105.02-4 62 throi*uq inlo waier )ody. iltrirkinzg .ater soirer Shaii be away from septic Lank aS much as possible. ed ALl affeeLed people causei ty the laued acquisitior' Channel 30ision b3use deaotishirng and land borrowing sha-l bc technical irascniabily cazpeaisatcd arid practLcaltly ar-auged i pecification tocaticin in accordance with elc retaLed goverweniat pre- v:son.Alt stnrie and cconsiruction residue shalt iot-a be cleaned by ihe Coatractor to rehabitilatrv Fttl ilc iand Lo be argable or the LocaL Carera shiall be aazed by the Contractor to retetbil:tate the tand by himself. I ure S Ic shall lie 1zroLect7ee aFnd Ltc tocol uitture ' llt 1 tc tA General : cs -r'eirs altiority sha"l br ioformcd llg Line -s some conditions culture -ct;cs to be found during construction. .l''2u- 2J 1 si .cTlemporary enclosure shall be seLup In iee way Fc>wt Port DO..- pc port area, Water shalL be Sprayed rzetiSly technical LO colls!.rucAitoIt site. c rctisitcltr' ioil si 'r ~~~~~~specification 102.04 112.12 e ,a^e Draiaage ditch ard sedirentation basin shalt be " Port provided and clear water after sedimentation technical ay shalt be discharged into river to avoid soil specification erGsian and t4e second potirttioit 102.04 1l2.12 6! C-OperatiGn phase Poi utiron Ship waste collectin and treataent fec:'ities Ship f-c3 sniip shat be pravided for all ships, oil-water Inspection separater and tank shall ble provided for ships. Agency Nay . cat ioa: Owner N4e.se NIoise barrier and nosise proof equipment shall \av:gation from be installed on ships, ship shall aeet the Company .m'eqa- the requiremerits of noise proof. Ship -icn Noise controtling and bansing sign shall be spect400 provi ded tn e?.cy DA: . ort: The &ater corVents 3f coat sha,t 3ot 'ae tscz s' tha, 6% with eate- sparyln9 "or bou.k ltoad :- trr se and stockpil; i; piace Wi:nd uroof covi'r r;c fender shall be providec fe., longitodinal conveyer. leignt difference of trusfer shall not be excead 3a. PLanting belts shall be pravided at leeward of coal aa. Runing speed shalt be liited to iessen pollution. later spraying yehicle shalL be provided. 64S- . J.,:r.%9 i: ateot;3; s:a;s- sha. be >.^x ae_ r. rit- ntarea io '.ea: ek water in accor.dalc? Sa t-: l.ferer,' aate. oua!.iVe 62t I Sc :se SsNoi s'hal: not exceed 85d3(A ;r davtiae :r Port no.: area a:th less Ltan 65disi3(A ) auxiLiary seterprise working section. Actions such as noise barrie;, :n..v:ronmentai -oise atsyrb:nc, plant:s-- etc- sbalt ne taken Monitoriag to sset t :;e rrouireatents station All L .:v.!; rubbish anCa soic caste sha;' rs Port .emovea samedzatelv. Rubbish ain shat' ase Enerprise s2ade, siuniaztl rubbis h clearing service Locai shal; he rrovcided. 'Aedzum size rubbish clearing cnvironnental '.eh;cie shall' e crviied. Agency ~~~~~~~~~~~~~~2~~~~~~~~~~~~ . "I k4n:- ::-au ;-resrfter ac,t Lack shal c prrvde:-o ^ ' > Pcv~:;::ails: uC5qfl ns:, '3 * Moti tori,g; 1. construction (i) Chanel recosstraction project period a. Water quality monitoring: The contractor, UoRitoriItg items. COD,3OED1sSS,volat1te Local pkenoi O, petreu1er,X,,, s, Caviromentat s, d,U'h Cr, Hg. One time in each onth monitoring daring construction periods the last nouth station before construction ad on the next day after constraction,two continaous days each time, two ti-es per day (Corniny w4 after- Tpechficatlon aoon), especially eight tines each aonth 103 13 Special during construction periaod for CRw.300,s cooditioas SS. Moaitoring positio: the first renlar 19 - sonitoring position at dimwstrean of con- struction site. b. Noise: The contractor, Monitoring iteas5 construction noise Local (inclnding noise caused by transporting environmental constractica materials), loan away fro aonitoreg construction site at both upstream and statinO leChnical downstrezm. Ome day each week two tines specificatior each dfl (morning and afternoon). 103.13 Special (24 Terminal constructioa project c adi ions 19.1 a. Atmosphere: Environental Moitoring items: SO_,NI_TSF_ At aonitoring leeward of normal wimnd direction in statioa for terminal and surrouEnding four fixed the teruinal aonii-aring points. One time each week. Geaeral b. 1oise: nodi tions Ioaitoring itens: coastruction noise 2- inciodiag noise caused by transport- 5A lag construction materials). The moi- torinr points aid frequeicy art as same as that of atmosphere- c. Water qualityt Local Moaitoriug ites: s&S saae as that of th*e Evironsentat chanent- The first regalar monitoring Moattriag position at downstreas of the terminal. Station 8e'P5. 55 One time each xcinth_ Technical specification 2e1 . . Operation (). Channel reconstractien project period a. Vater qaality: Local Monitoring items: as soe as that during Enviroental construction period. Three times each Monitoring year, nasety in tite first ter-days period Station in april. July,and November, two contint- ous days each tine, une tiae each day A Totally fifty-nine reg*tar monitoring cross sections. b. Noise Local Monitoring Ites:c shipping noise of ships, Environsentat noise resources of ships. Totally fifty- Monitoring nine aonitoring points, as same as that Statioaf for water quality, In away from banks or Ship 'he constracttion along the river, sonad- Inspectioa level meter shatL be 1.2a higher than Bureau tbe 3rottad. Monitcering frequency and period: tso times each year and two conti laous days earn time. tQo o or ? :00 Ship noise resources. one tine each year of aonitoring, selective examination ef 5% ships of the total amount. monitor- ing for noise resources, eagine room, driver's cab, and residential area. (2) Terminal construction project a. Atmosphere: Enviromaental Monitoring ite-: SC.,NOx, TSP monitoring Munitoring point: as same as that during station for construction periodt Monitoring frequency the terminal and period: one time each qaarter. Cos b, Noiset Environmental Monitoring iteast noise caused by LoaAing monitoring and unloading operation. The manitoring station for point is as same as that for atmosphere. the terminal Ont time each month, two contianons days each tine and one tine each day. c Water quality: Environaentat Monitoring items: water discharge exit aonitoring in terminaL, COOaw,BODr,petroleu, SS. station for The first regular monitoring cross sec- the terminal, tion with monitoring parameter equaling Local to that for channel. Environmental MJnitGring frequency and periodz one tiee Montornr.g each day for water discharge exit in Statior, terminal; for the first regular aonitoring cross section, three tises each year, namely in the first tea-daws period in April,luty, and Nevro ber, two continu- ous days each time and one time each day. e 6~~~~~~~~~~~S