4 :; :- ' _0; , ' .- ' ' ': o 4 ?8 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~- tL - ' ' 6- , t. A tI - V. Summnary Report of Evaluation on Environmental Impacts of Hunan Division of Comprehensive Inland Waterway Projects under a Loan of World Bank Hunan University 18 May 1995 Translated by Hunan Translation Centr. 195 5X S g1 CNTENTS- - 1. Intoduction I 2. The Aim, Importance and Descripto of the Project 2 2.1 The Necessity of tie Project 2 2.2 The Mlaster Plan and the Main Technical Spec>flcations 6 3. The Scope of the Environmental Evaluaion and the Relevant Basic Data 9 3.1 The Scope of the Environmental Ev.iIuation 9 3.2 The Descriptfon of the Environmeat 9 4. The Evaluation on Environmental Impacts and the Prevention and Remdy Measures 13 4.1 The Evaluation on Enviromentat Impacts of Dayuandu Hub Engineering and the Preventon and Remedy Measures 13 4.2 The Evaluation on the Environment impacts of the Pors Engineering and the Prevention and Remedy Measures 21 4.3 The Evaluation on the Environmental Impacts of te Wate Way Dredging Engineering and the Prevention and Remedy Measures 25 4.4 Protection of Cultural Relic28 4.5 The Impacts of Accident Leakage on the Environment 28 6. Environment Monitoring 29 5.1 The Targets of Monitoring 29 5.2 The Contents and ms of the Environment Monitoring 31 5.3 The Trafning for the staff of the Environmental MonitorIng 31 6.4 Monitoring Instits 32 6. Land Requmison and Immgration Settlement of te Project 32 6.1 A Survey of the Lan Requistion and Scope of Immigration 33 62 Compensation standard of Land Requisto and Plan for Setement of ImmIgratIon 34 6.3 The Local Governmes participation In and Conflrmatlon to the Land Requsiton and Immigration Settlemen 316 7. Environment Protecion of the Project 37 7.1 The Control Targets of the Evnironmental Protection of the Project 37 7.2 The Excutive Insitifttes of The EnvironmentaJ Protection of the Project 33 7.3 The Stregy a-ad Cost of the Environmental Protection in Constmction and Operation of the Project 39 8. CCnciusion 44 9. Appendix I Summary Table of Evaluation on the Environment impacts Appendix 2 Summery Table of the Adminisfraion and Mangament of the Environment Protection Appedix 3 Action Plan Table of the Emironment Monitorng Appedix 4 Partice Gradftion of Silt on Shoals Appedlx 6 Content Table of the Harnful Elements in Silt on Sholas Appedix 6 Monitoring Equipmene ist for the Environnt Monitoring Stations of Hengyang and Zhuzhou Attached Drawing i Locations of Environmental Minitoring Points of the Hengyang Port Attached Drawing 2 Locatkons of Emironmental Monitoring Points of the Zhuzhou Port Attached OrawIng 3 The Sectional Drawing of Water Quality Monitoring of the Xiangjiang (Hengyang-Zhuzhou) I Instnuto From Nc.21 to Dec. 3,1994, lnstruction delegation of World Bank for evaluation on the em mentW impacts by the Xiangjiang Profect and the offiial evaluatbon group for te Xagiang Pruject visited Hunan Province one after anthr and held sx-day talk on tfe errronmenta protection matters of the Xiangjiarg navgational onstruction engineeing wit the Xiarjiang Nagational Constuton Devekopment Corporation and Hunan Univesty, the envionmental evuation department The talks clarified some misunderstandings related to the documents submittedi by the Office of the Xlangjiang Navigational Constnucton Project The expers of the delegation aid the group gave their constuctie seggestons on the enrimmental protection of the Xiangjiang navigatn costuction. We in accordance with the sunuasW of minutes of the two talks and with the Memorandun of Projecot Evaluation has verified the origirnal editon of the Summery Report of the Evalutation on the Environment for the XIangiang Narigatornal Construction Project and edited the Report hereoL. Z The Alm, Importance and Descrptien of the Project 2.1 The Necei of the Project As an inland praince, the genral development stratey of hunan is to open both the norh and souh gates, broaden the three passages, construct the fAe zones and one corridor and speed up the development of the west Due to the historical reans, te econnir; devebpment of pronwces along the Yangzi including Hunan has to depend each other. The producue, metals and nonmetals, domastic coal, buiding materials made by Hunan have had be trasported to the oter provinces alon the Yangzi, The industrial ion ore mondite and petroleum, etc. needed by the conomic development of Hunan hawe had to be transported from the east China and the Yangi Valley year by year which mainly depend on the raituray and water transportations. Hunan's coal output is large but can rot meet the requirement of itself, most Industrial coking coal and power coal shall depend the suppliers outside Hunan Province. The demand of coal is increasing greatfy with the development of power industry and iron and steel indurtry. It is estimated that in 2000, about 2,400 tons of coal shall be purchased at other provinces of which large portion will mainly depend the Beijing-Guanyzhou RaiW, Hunan-Guizhou Raiway, Zhlcheng-Uuzhou Railway and highways for its tranoportation and other -776Tons of coal shall be come from the water ways. Besides, the iron ore modite also is a large-quatity cargo mainty to be transported from other provinces even from Austia Bazil and korea. Only the Xiangtan Iron and Steel Cornplex and the Lianyuan Iron and Steel Complex Located at the central area of the Xiangjiang Valley will have 23 million tons of the iron one modite to be transported from the outside of Hunan which with the so big freight volume can not be responde only by the raihlays, even after the technical transformtion of the rail transportatko which has increased the freight Noume of iron ore modite needed by Hunan to 50%. 2 The tenso on rad transpotation has caused the materiafs waiting for go out Hunan arstocked that has become a big obstacle for the deveopmen of Hunan economic consructon. The Xlangfianq Valley coverng the hag of Hunan Praince is a very inportart anea- A outstanding industrial eonomic corrkdor lining fwe hidustral cities, Heniyan Zhuzhrij X(Jangtan, Ctxnxsha and Yueyang from Hengyang to Ch girgi has been formed. The key railways around the econromi corTior are 8efjg-Guangtzh Raiway from the south to the north, Zhejing-Jiangxi Raiway HunanGuizhou Raiway and Hunan-Guizhou Rai"way from the east to the wast The highways are the national highways 106 and 107 from the south to the north, 319 and 320 ftrm the east to the wast. The rail trasporWaion to fte souttg resticed by te PWnshi hub, just cared away 7.40 million tons of goods thrugh the hub in 1991 oniy handling 50% the freight volume needed; the rail transportaion to the east, restricted by the Lilling hub, just carried ay 2.60 million tons of good through the hub in 1991, only handing 43% of the freight volume needed; the rail tarasportion to the north, resricted by the PRDd hub on the Beijing-Guangzhou Raiway, just carried in 80t% of th coal needed by Hunan province. The tension on the passager trarsport are more serious. According to the official puNbhed statistics on the fight transport density of Henyng-ZhuZhou Rail section, the 10.75 million tons of reight Vume was increased from 53.92 mglion tons in 1987 up to 64.67 milliorn tons in 1990, the annual average inreasig rate being 5.4%. However, the rail freight volume of Hengyang City at the corresPonding period only increased 1.19 millson tons, the annual aveage incrsasing rate being 0.5% that shows the new increased rail freight volumes were mainly refeected by the transit freight and that on the local section was not obvious which can not satsfy the transport requirement of the local economic development. The tension of transportabon on the Zhepang-Jiangxi Railway is also as same as on the aboe metiboned raihays that 3 because of long-time block, the goods to be carried away to the east Chrina has been greaW overstocked. As the lwgest rver in Hunan, the Xlngiiang is a key branch of the Yangzi River and also is a key inland water way determined by the state, which, enjoying great advantages in its natural conditions, has been thie essential transpor artery from the south to the nomrth of Hunan down the ages and plad a great important role in Hfunans history and conmunicatons. Because Hunan sit back and watched te developrnent of the morden transportation and invested less in navigational construction, the naiwgatonal conditon is stUi poor oompared wth oter provinces, tatk is rflected by the kwer-grade water ways, smailtonage ships, incompeted facifiies of ports, low4evel management - those having deprved the competitive advantages and rised fth freight greatly. The rge-tonage ships from the Yanxg to the central area of the Xlangjiang Valley have been blocked so that the cargos stocked along the Xlangiang could go no way to the outside by a reasonable price due to the semi-closed water way over a long period of time. At pesent the great terion on the transport has isneased the pressure on the highway transport and, however, the transport can not bear by-pass transport task with a ager fright volume. A strategic dec~sion for developing the Xlangjiang navigation was made up under the background by the Hunan Provincial Peope's Govenment Trhe specfic requirements of the strategic decision are as folluws: At the same time of speeding up corstrution of the industrial economic corridor a"ong the Xangiang, construct a 439krn Idlotonage water way, build a series of open-up ports and wharfs and close-rver enterpts and enterwharfs, establish a rNe-to-ocean chargo fleet, consuct a comprehensive hub combining pow generatng and navigation. After the proects have been pu into opeation, the xiangjiang will be replaced to a new role bearing a new historic mission to be the key water way to the Yangz_ and oceans with its five land-and water-coordinate transport close-fiver ports at Hengyang, Zhuzhou, Xangtan, Changsha and Yueyang and of its 4 foreign trade port at Chenglingji as its bases and the connection with the BeLing- Guangzhou, Zhjiang-Jiangxi. Hunan-Guizhou, Hunan-Guangx> railways as its collecting and distbuting lines so as to ease the tension of Hunan transportation and promote the ecoomic development and further delopment of the Xiarnjiang Valley. So it is necessary to devebp the Xiangpang navigation in view of tie econonic pronotion of both Hunan and the Yangzi Valley. The kIldtonage water way consrucfaon through the demonstrations shaft be divided into two phases: The first phase: Construct the Chenglfingji-Zhluzhou Reach, fts design measurements of water way are: Min waterway depth 2.0m, min waterway widh SO- -Orm, Min bevelling redius 72Cm with the 98% of navigable guarantee rate The navigable measurements may be available by building regulation structures, dredging the water way and explos -g reefs. The engineering has been started in 1989 and completed in 1994. The second phase: Construct the 1821m-Zhuzhou4Hengyang Reach. The area from Chenglingji to Hengyang along the XlangJing s a whole economic belt and complete transport division at the lower breaches of the )Xangjiang wfith the Zhuzhou- Hengyany navigable reach as its essential part. Its present waterway depth is only 1.r3m that guarantee 300-tonage ship na\igate through it in the whole year. After the kilotonage waterway engineerng of the k'wer reach has be completed, the two reaches would linked in no way that the ships with heary tonage could not go up to Hengyang and the cargo at Hengyang could not be carried down with a reasonable freight price. It was esimated the cost transport of a 300-tonage ship will be 35-40% higher than that of a thousand-tonage ship that means the competitive ability woud be ;osted at all . So, to extend the kiotonage water way is the need of further exploting the potential of the Xiangjiang waterway, developing the water transportation, regulating the Hunan transportation structure and diverting the freight volume of the raiways. It is very S important to well handle the Xangjiang second-phase navgational engineering and - fUrther develop the Xian9ang navigaton for constucton of the five zones and the corridor and improvement of the "Irform and open-up to the oute" and economic 2.2 The Master Plan and the Main Technkal SpecEffcatfons. 2.2.1 The Master Plan The research on the technical plan was started in 1987. The Research on the Technicals of the Xiangjiang Navigational Development was listed as one of me bxainstorm projects by the states ix? the Seventh five-year Plan. A brealdhrugh vas achieved by the further comprehensive research on the base of the Plan for Main stream of the Xiangjiang and, then, through the engineering feasibiity study by the relevant design institute, a master plan of the pojert was confined. Master Plan: Build a navigable hub at Dayuandu of the XiangJiang to rises the water level and return the water to Hengyang so as to form a pooi water way with idlotonage navigable standard, to generate power by--utilizing the retained water and the hub, to adjust the flow of the lower reaches in the dry seasons. Regulate and dredge the reach from Dayuandu to Zhuzhou to make it up to the ldlotonage standard and linling with the thousand-tonage rnigable reach constructed at the first-phase Xiangjiang project Build the thousand-tonage quay berths at the Hengyang Port and the Zhuzhcu Port and the rnavigation beacons and telecommunications faciilties, etc.- those malong the whole breach from Hengyang to Yueyang a main water way for the thousend-tonage fleets . At the same time, build a hydro-power station on the dayuandu Hub to incrase not only oca power supply but also the considerable financial incomes that would reinorce the loan repayment ability of the project and 8 comulated funds for furher develnpmnent -f the waterway, that is, a sound oycle of roing development 2.Z .2 Master arrangement of the hub and main technica specicatons of the design of te prject which was chifed by the Hunan Prcvnctal inrstte of Communications and particpated by the Hunan Provincial Institte of Water Conwvancy and Hydro- pcwer the Hunan Provincal Power Institute and the Hunan Pronckal Intute of Navigaional Engineeuing. The master plan of the project and the mnaster arrangement of the hub hereof were bom through comparision, selection and successve optimization on muth preplars by the instues mentoned abave suppoeted by mocdec tests and passed the exp% examinafon organized by the State Communications Ministiy Dayuandu Hub The engineering includes the damn, ship lock power station, fishpass, dam crest bridge and power transform lines etc. The dam with 24 outlets is to be lcated between the banks of the river. The net width of the flood discharge gate of each outet is 20m, tf. oyerall length of the overflow cam 552m, the overall overflow width of the overflow dam 480. A ship lock with its 180 X 23m2 lock chtamber is arranged at the bench terace of the left bank along the foot of mountain with a desigh passing capacity 12 mirlion tfa, passing of two-parapushed fleel of kilotonage ships is available. A hydro- power station with 4 set of generators 30MW for each, and total generaing capacity 120 MW and a fishpass will be at the light bankThe layout design of the master plan to anrange the shiplock and the power station along the left bank and right bank will be favourable to normal running. maintainng and management of the two dey functions. Meanwhile the shiplock which be arranged staightly along the foot of the mountain that ensure tte the leading channels of the upward and the downward also be straight- 7 linked and greatly improve fte navge flow coidition at the gate of the shiplock than _ that to arrange it a"rn the bank of the nver. For the right bank of the dams0e is on a concavec cur riverbed,there is the mair, low c' the river, deeper and more earial drainage than the bed of the left bank, it is not only tvurable kr deep-digging of the 1oundation of the pow staion but also brng generating capat into fUll play. k : te best choice among all preplan of hub arrangement Port Enneeineer ng 8B idd three public hbiltonage berths in £Dirgia Bridge of Hengyarng with the design handling capacity 85,000t/a; tws bulk cargo berths at the Baishi Port in Zhuzhou Cty with the design handling capacity T00,0Otfa: one break-bulk berth at the Yongi Port wth the design handling capacty 220,OOCta Waterway Dredging EnginenL. Dredge the 120km waterway from. Dauandu to Zhuzhou consisting 16 rflle groups that intudes 23 places. Navigable Marks Engineering Set up I classification navigable ma*s in confiority wth the III classification of waterway and establish waterway managing stations and marks-nainterance ships. Communications Engineering Set up 300 sets of programme-controled telephone, over-high-freuency telephone and directAndireot diai .tsephone as ,eil as long-distance litte-cpacity digital microwave teiephone for the adminstration\ and managemen+t of opera:n anid maintenance of the hub, pots and navigable mar*s. 8 3 Scope of environmental evaluation and its related basic data 3.1 Scope of the environmental evaluation The scope of envronmental impacts evaluation of the XlangoN) Dayuandu Hub indudes the impact scope of reservoir backwater (from Tugutang, the upper reach, 90km away from the hub to the town of Henxshan County, the lower reach, 12kcm away from the hub), the breach related with the outlets of the Leishui and the Zhershu, branches Of te X kiang, the floodretectve bets along the breach of Xiangjiang thfat inudes Hengyang county, Hengnan County, 1-4engdong County, Hengfhan County and the urban area of Hengyang City, and te enp.neening area of the project Speaking speccy, the scope of the evaluatn on the enronmental impacts of the Dayuandu Proect inciuding the reservoir area (60k12), engineering area (km2) and embankment protecave belt along the banks of the Xiangjiang and the urban area of Hengyang (327km2) is about 10O0km2 in total. Considering the characteristics of impacts of ports engineering on environment. An area abot 2km for each port area (injia Bridge and Baishi Port) has been decided to be the scope of environmental evaluator, on ports engineenng. The scope of evaluation on waterway dredging engineering is the 1 2Om-reach to be dredged from Dayuandu Hub to Zhuzhou Port 3.2 Environmental Description 3.2.1 Environment around the reservoir The area around the reservoir of Dayuandu Hub mainly includes the tvv counties. Hengshan and Hengdong with a total area 3033km2. The danisite is selected at the Joufiandeng riffle where 2.5kn away from upper reach of the mouth of the Mihe is in asymrnetrical-case shape, 600m in width, 3.5m in max depth, in dry seasos 460m in width, and belong to the low-hlly4and, 124.55m high beirg the hill at Th left bank and I and l1 grade the stairland at the right bank The stratum fitfwoogy is the Wuqiangxd metamcptic rack in te BarDd group of the forrner Sinian systen and the quatewary stratum. The statum is old, but the break is in development greatly. Located at central subtropical zone, the reservir area is a continental wet monsoon climate. Its annual temperature averages 160C - 180C. and its acccumulated temperature of its daily average temperature that averages no less than 100C is 535500. Its annual evaporation capacity averages 700 - 1500mm The main cutrent of the Xiangiiang rnajors in rains-suppling and the change of the ma.n current is closely related to precipitation and the annual change greatty. The flood mainly caused by storrn. The rain seasons begin in the early April and end at the later June. The annual average water flow of the Hengshan Station cdose to the damsite is reported 1650m3/s, the largest 18400m3/s, the lest 58.2m31s, the variety up to 316 times; the annual average main current fiow 45.4 billion m3, the largest 78.8 billion m3 and lest 23 billion m3, the change up to 3.42 times. The Xlangjiang has been classified as a little-sands-carrying river. According to statistics in 1953 - 1985, the annual sand-carrying capacity in main current at the reach to be the damsite averages 0.I68kgfm3, its maxmum sand-carrying capacty in the site tests is 1.73kg/m3rn the annual sand-discharge averages 288kg/s, its annual bed-oad caliber 9.08 X 106, its etch.ng modulus is 135tMrn2. The sand-carrying capacity of the suspention matters focuses on April - June each year, account for 72% of the annual sand-carrying capacity. 10 The earth around the rsevoir is mainty of the red soil, the matrix ofthe earth is mostly the sedentary product of the arenareous tock and the new os purple soil and paddy soil. Theheaped-up earth rnostfy lies along ffe ier bank The soid erosion is senous around the reservr. The erosion area reaches 980km2. account for 32% of the grss area of both counties. The surface sal ersion valume is about 4.6 muIrKon-plus tla More serious on the tomwships and towns along the Xiangjing account to 40% of the total. Affeeded by the industrrai waste immson of the upper reaches, the reach oF the reservr has more or less been polluted. The situation, hover, has be improved obvously by the strict administration and control. The analysis based on the secton monitonng result of at the damste and the upper reaches in 1990 shows that the water quality has been up the standard for the. II class waters furction, but the capacities of mercury and lead in the section of dayuandu are higher than that stipulated in the standard occasionally. The area around the reservor is a farm land where the natural vegetaton has been damaged completely. The waste hills and mountains can been seen everywhere. The left is mainly the manual planted trees a fev secondary forest The caverage doesn't reach 20%. On the hilly land mostly is bush and grass. Over 80% farmers -are absent from firewood. The crops inc3ude 200-plus varieies, mainty rice, wheat, beens and oil seeds. the xylophytas include 600-plus varieties, mainly chinafir, pine, camphor tree, bamboo, tea-oil tree, tung tree, Chinese date and tangenne. The wld animals include birds, frogs, butterflies. wild oxen, rw deers, deers, yelk w weasels, wkid boars and pnoeins; the domastic breedings inclu pigs, cattles, chickens and ducks. 11 The fishery resburces in the Xiangpiang system include 144 species in 26 fanilies and 11 ords, mainly carp, bkack carp, grass carp, s;lver carp, vaegated carp. It has found no rear species there. The 75km reach of the Xianjing' main flow frm Zhanghepu, Chawning, to the Jiaohe Mouth at the upper of Fengyang is one of three ,'gest spawnirngs of the four big domastic fishes in the Yangzi system. Their parent fish migrate every April - June from the Yangzi and the Dongtng Lake up to there for breed reproduce. The roes flow 200km awy in the later 3 - 4 morths and hatch into fies, then go to the the Doniging Lake and the Yangzi. The population around thte reservoir is about o.99 million, of which farm population is 0.914 miflion, account for 92% of the total; the population density is 3;3>2/2; the population of the 7 townships and tov.ns along the upper reach of Dayuandu is 0.151 million. account for 15Y4% of the total of the two counties, the population density is higher than the other places of the two counties, about 450/Am2, most of the residents are of Han natonality. The infecties in the area include vinus hepatitis, dysentery, exogenous febnle disease, malaria. leptospira, struma, no bilhaiziasis case and other local diseases being found. 3.2.2 Zhuzhou City and Hengyang City Zhuzhou City includes five sub-oities and counties, Liling, Zhuzhou, Youxian, Chaling, fuxdan with a total area 11420km2. Herigyang City irncludes seven sub-cities and counties, Leyang, Hengyang, Hengdong, Changning, Qidong with a total area 15295km2- The total area of the two cites amounts to 25.2% of the Xiangjang Valley in Hunar, Provnce and amounts to 12.6% of the total area of H-urnan ProMnce. According to the staisics at the end of 1990, the population in the central area is 10.0067 million, account for 16.4% of that of the province and the the gross agricultural and industrial 12 prduct is 21372 milrion yuaen at tie end of this centray, its grass rnion product, ratona income, grass natonal agriultural and indUSra prodUct Vwll ht Up Rrnb 23.4 bdion, 17.8 bllion and 40.8 billion respectively. BecauSe the sub-dies and counties under Hengyang City and Zhuzo City is the main bidustra base of te area, the tension on the tansport is very harL The vlume of raid feight is 30% of the tOtal. increasing 0.12%; thie volume of highway freight is 62%; the vokum o water freight 8%. Freight cost of highway is 6 - 8 trmes higher than ffat of ria transpod and water transport So, it is necessaiy to upgrade the eisn V classiftion watey of the Hengyang reach to liI classifabon for llotonage fleets, for pefecting the tansport system, for optirming the ranspoft structure and reducing tnanspOrt Cost The volude of water freight was 3.09 minlion tons in 1990. It is estimated that the volume of water freight will hit 8.58 milion tons and 11.15 million tons in 2010 and 2020 respectively. 4 The Evaluation on Enviromental Impacts and the Prevention and Renedy MA%2res 4.1 The Evaluation on enviromental Impacts of Dayuandu Hub Engineering and the prevention and remedy measures 4.1.1 Flood control and submergence For reduceing submergence and bringing no impact on flood control of the reservoir area, the selectn of normal water storage Leve and arrangement of the hub haw been studied and demonstrated carefully in design. 13 The front f Gverflo has been widened. The hexght of te bottor sifts of the overflow gate has been reduced as low as possible that almost be the same as the atide of the origial niver bed so as to form a kl'e, opened gate dam when disc,haring the flood to enu the flood dihrge in rnatura flow shape. To compare the water level of 20-year encountecl flood after the conpletio of the rservoir project i th te leve eof natUral flood in samre Squence, te dammngq up just is O07-0.17m. With a ltMe impacts on the food control and a lte losses of the submegence. 4.1.2 The Impact on the embankment of the reservoir by the rise of water level A. Embankment strengthening The flood prevention dyie of Hengyang Cty in the water dammed ar was designed for 50-year encounted flood and s in consruction. The embankment ot the reservoir area is designed for 20-year encounted food. After the comnpleton of the reservoir. the water lel of the reach of Helngyang City would be nsed 0.07m and 0. 1 7m at the front of the Dayuandu Dam by the 20-year encounted food compared with that of the natural state. So,the impact of the water storage of the reservoir is very small on the flood cotrol ability of the embankment of te two banks of the reach and may be neglected if the thin dykes in a few sections have been reinforced and heightened properly .Now, the flood-control dykes in the area under the jursdction of Hengyung Municipal People's Government is being reinforoed and the average. 1 meter wil be heightened to imprwe the flood prevenion ability of the dykes. S. Protection ot the bank slopes Due to the rise of the water level widening the water surface after the water has been stored in the reservoir, the immersion time of the bendh terrace of the res.-vor banks would be prolonged and the water erosion anM water cut be more serious. So. it 14 is necessarv to adopt the stone masonrv bank and the stoped bank cavered by grass * for the clf bank and loose-soil bank to reinrfore the dyke!s saty. C. Transform of drainags culvert and gates There are a few drainage cuherts and gates in the reservoir area. The prest outlet base plates of them are lowso fthat they woud be subrmrged when th water leve of the reservo rised tat wil affect the tir drainage fun of detained water and sewage. So,tey shal be -transfrmed and be equipped with needed facies before the water storage of the resenr. 0. The preventon of water ling fbr land below the normal water level in the embankmen' There is 15,00Q plus chinese mu of land below the normal water lel in the embankmnent calculated according to the measurernental drxng, of which thee is 6000-pius chinese mu belong to Hengshan County. accounting for 2% of the total farmland of the count 90O chines mu to Hengdong County, ac=onting for 1.8% of the total farmland of the county. These farm land mainty scatter around Longying Port and tuangni Pot of Hengshan County. After the Water levl of the reservior is nsed, the level of underground -water of those areas would be also rscd. Because the lands mentioned above are at lwer place, the drainage of the waterlogging will becorme difficut so as to affect te output of the crops. The dlferent wateulogging shall be teated by different ay: For the large area of low-ying land, in light of the presert pracce of the area, it shall adhere to the prncipal to pump the Tigher-water with a high intack position, to pump the lo-water with a low iriteck positon ard tc sepeate inside water and outside water of the embankrnent "and luiId a flood contrl channel through which water getiere from rainarea flow into the reservoir, The water will be pum;ped into the resevir from some cul tvated land in lrer area which canst be discharged by 15 tse'f and ops program may. be changed and some present culvattng gand nay be anxed into fshery fm-. About all, Measures mntined abWe to be adopted are for keeping the kocal PeOPeS IMng stndaJ on th basis of the befor 4.1.3 Protection of fshey resource Afterthe .hub tias been compeTed, the.dam would be blocked te chanel of fih mQgraon so that ffe parert population can not migraed to the upM breoches for spawning ftat wi .aect the fshery resources. For marainig the. economical baiance of the main course of the X0angjiangprotecting the fishery resourcs, the hub, in light of the successful praciceo ofher area, wiltild the fishpass which will take tle charactoriStics Of fsh nto onderati, for the spaning miration of fish to the upeard- breachs and-ensure the fish to migrate from the Yaryaz througtt the -Oorigtig lake to the XlarxjIwn& upward reaches and ten back The esroir may be fuy uteized by the fishe departmet to develop the ishery farming. 4.1.4. Holum zonot and the threetvses -disposal A. - Water Polfution: The incease-of the suspended soids density in -the water rased in the hub engineerxng is mainly rised by the sands and stons processing. The waste water shaf be setted in sedimentation ank at the consucion site, then discharged. All the waste water fom the construction will not be pumped ouyt untl it cleaned in sedimentation tank. The.seccond-ccfferdammning phase -is adopted- in the -hub engineerin. It winl not pollute the water for all the construction -are buit at the dryarand in the cofferdamming phcmse. \ S. Noises Proventon: The noises in the enne area are maffly caused by re engineeirin machiney- and the- proccessing, cf- sands and stones. The noises happend irregularly, udely u cessiy and vety srgly. Because the errgin ng- area ;s located at the open and wikdress -paces more ffhn 300 metes away from any vtllages, the Imacct wil- be vely small. ,Btfr eassng the otubIe of noises on the staff membrs and Wokes-at the eoneen sitee C sal selec the 0mahineyi god performane, adjustthe operto me properl, em. to arange the work wth oud noises in the day tuie and make the noises as far as awa rorm the IMvg quarters of the enginering area C. Te. handling of spoil minig: Proper cconsieon S made by the design department for toe decon and -the use of the spoll and offm mnwing in te engineeing, of which. 825.9km3 wll be consumed bv itself and the other 2791.1kM3 as te followng table: Dis. buton of Spoil of Ow earUrork Name d Spoil P - sk and Offscum Spots Mihe Railway Lower reach of the right bank of dam staton 114 Datongkan Upper reach of the right bank of damn & Jinghtma Port Upper ceach of the right bank of danr 26.17 Linzichong Upper reach, SOOm from the left bank at dam 118.94 17 44eihechong Lower reach. 1200rn from the M-t bank of dam 40 ulhdpAyua Lower reich 200sn from the let bank ot dam 2' ~XIajuyusn Lor reach, 2000m frrn tie left bank ofdam 25 HujTszhan Reservoir Lower reach, 2m mfrom the dam 5 xrnwuwan Upper reach, lOOrn from fte dam 20 'iaojiakxig Upper reach, 400mn from the dam. 7 The spoil of the eathwork mainly -use to ffl the bw-yinq land close to the hub engineeing site and as the road base mater or return to the farmland that about 2000 mu of nw-lng lan wvA be trarnfomed into cutivat land. 3. Air pollsGon: the air pollution-over-te ergineering area is mainly caused by the tail gas dicharge of the engierring machinery with the diesel as ther power, eathvmirk, and filling engieering. Butthe engineering sites are open places with a distance to any velliges and a natural damp condition, te air polution wil form nio socl effects. HowNver because, the eartwoik should strip the surface. ofthe soml and destry the vegetative cover so as to .cause the erosion of.soil and loss of water arnd hurm te natural lardscape, the contractor(s) shall plant trees and lay turf on fthe so after the engineerings have been completed to prevent the loss of water and erosion of soil and to beafy the environment The poaier material shall not be pilled in the open air. 18 4.1.6 The environmental protcto Of the stone pit. Ali thie stone mateal needed by te engieeng be uaed at fte ston pits close tD th enginerwig ste to nee. the reqeets of stone quity. The eimronmetl potecton wdi be bore by, the omwe of sone pit poded by the local go9rments and te local enro t protection depaitiert to prevert the vegetativ coe destried and the loss of water and ffe eros of soiL The I um wok shouid be carried out for the vegetave ce and landscape ater stone mig. 4.1.6 The environmental impacts of tanspor of cons lon iateas The major teials rneeded in the Dayuandu Hub engnexng are as *omws: The needed Materials In the Hub Engineerwn Names of Materials Quantt Suppier ramnsport Steel 9000t Xlangtan Steels Woks, Railway and LianyuanSlssWorks highway Cement 0155mt Xlangxia Cement WorYs, Donj;iang CementWofks Highway Pebbles 0.82 The pits ownem at the milhion kow each, 6km from m3 othe Hub Watefway Umbe 0,0n The foresty stanorz 2t the upper reach of the Hub Waterway Equipment Waterway, raiWay Brisk and ime The etwnship enr;ses H%Wa on the tro banks in h dtance Stoe Sbotoe pits close to te Hub -ighwkay minshocdisga The pebbles needed vil care by waterwAy, wtich is a material in largest quantt needed by te egnerg. The 155,000 tons of cernent wi caried by hghways; which is a materi needed by the erganeerng wth the lagest vokume of hihWa reight that is mainly tranport by the cosed-tank truc-to prenvet the erwomrU pollution and reduce the fregit cost The average taffc volure wilq be 21 trcks if using the lo-tortage tank uck in Me engIneenng. Taking the 2-im unbalace and the trus for carying othe- matenals ito considration, the da.y average wil rno be over 50 ruxd. The roads closed to the Hub will be wied and the concrete or pitch layers wil be added on them for reductng dust an impn he transport eflictence. Becase the highway to fte egIneering st lays-at-tfe widness co to no senstve ermromenta points such as importat insttts and schoofs te noises pollution will be easy to cont. It. is necessary to monitor the dust and noises ziong the highways during te cornstructin 4.1.7 The public hygiene and heat plan The damp ecotope around the eservoir due to the water surface of the reservoir is wxdened is favourabe to mosqutoe and flies' breeding; the rise of the vater lve would forc the fmuses to migrated so that to encrease the morbiditv of the refevant infectokns. Because the staff members and workers of the engineering sits are 20 conoenrated rely, tile pubLc hygee has direct rehtonship wit health of therm So it is ne7essary to launch ways as foliows: a. Wetl sette te cka wrk of #te bed of mserevir and, when do t, bum the corpwse of ankals died of anthracnose and the coin. ReroVg-awy as frbidden. IL Select the clean drkwaer sources and vte the nects from spreading by water. c. Strengthen the administration of the hygene in the engineeing areas, collectiNg, transibring and treating the waste. The-diect discharge of tfe waste water and feces into the rie is forbidden. After the above mentioned measures have been camed out, the set-up of the reservoir will bring no impact on te public health and the hygene plan. 4.1t8 The safety of navijation during We engineeng phases The Hub erxgaefeing phase, espeia y theg phase, A vAl be arranged that the lef bed for dvso and -meanwhile for the temperazy water way. The ineased cunret speed -will- bring the unsaet factrs to the navigato So, besides to drawing up ffhe temperary naviation plan in the design phse. the navigatin adrnnistation shall be reinforced, the signs of navkjation shall be perfeoty set up. more take-care stations shall be established for the effectie rvigable guidance. 42 The Evalatison on tte Environment lmpacts- oftbe Ports Engtnewing and the Preventbon and Remedy Mexsures 21 4.2.1 The impactof pos watrwod at paal floodas on flood dlsctrge t has been taken irto condeaton in the desigpn-phs and careful demonstration, Mas bee nmade and approved by the competent authorty of tne floodi caals that proved the flood ctrol standard at Me coes fifl not be affected 4.22 The po4s errginemgng wvl notosuse such impacts as sa-e as the tormal tupact- of te municipal engineenng becae it is rust in a salff sczfe with a short time limit The ervironment impacts of engineeng are rmnly rAected by the watar poluton andJ air polution caused by te waste water and dust of engeering in onstructiom period. 4221 Air Pollution In the Port Engtneerlng Baishi Port of Zhuzhou is a coal wharf and fhf are RSie phosphorus mines 1oaded and unkaed at Dingjia Bridge of Hengyang, so the dW. caused during loadng and unloading and air storage period wiil exceed U classiftion standatd of atnmospher The effecti1e water-spray device shall be irtled. The -voume of loating coal dust will reduc*s 80% if water contert of coal is kept abve 6% in accordance with the experiences at hoaie and abrad The pi-_sphorus mhies will not nave zedous effiect on environnent due to its big. grain size and its stog cohesive strength. It was calculate that the toNkness of landed mine dust at the edge of port area vill be less than that of il classificaton standerd of atmosphere quafty when the equai speed of windc i- 2mls and te watpx ontert of muies is 2% and the stability of- atmosphere is- i :,Iassifcaticn. When the wind speed increases, the standard wilt be .eeded. So the p,Nrt area s'iA'l be watered at time according to the wind speed ard panted- trees keeping the sand in check and controhing the dust and beautifying envwronment. 22 4.2.22 Wat pollutlkn by POrts engetIng Betwee the intae cf the sis for three wharfs to be built at the Hera Port and the Zhuzhou Port and the dnrk water are in confornity with the State relevkt stpultons. Hoe, the lakage of the patia bulk-cargo ui a re quantfty, waste of the ships and the doastic rsdented quartes, if dicagd wnt the Xngag directty, wukld affect the water qualy in the wates where th port located. So. the relevant pretecton measures shall be camed out. A. Impact of coal and phosporus rokis on watr quality The water quaty will be affected by coal and phosphoru oCks spit and washed out by rain durng loading and unoading and staorage period. So, we Should reorce administrali and clean and recycle Joe goods ri tme Bedes fortiddng cabin cleaning in the port area, We plan to canry out the sewage work and lead the sewage fromdrainage ditch to sedikmetation tank The dredge Wil be Colected and the water purfied be reused. B. Influence on waW qualty caused by shipping waste The mkssion of oxiy waste water of ships will influence e water quality of the port area, especially in the sensitive water area of the first grade protectoin area for drink water in the ower reaca The Chinese government and Hunan Provincial Govemment attaches great mnportance to of pollubon and decides to adopt the effective measures to contro stictly the pollution In accordance with the Chinese Inspecton Reguations of Falities on Ships and Seas' prornulgated by the No-109 Order of State Council of Republic of China and the Stucture and Equipment Specification of Polltibon Preventn on Rwverboats" Stpulated by China National Shipping Inspetion Bureau, alt the peratbional ships shall be equipped wih oi,-water sepewrator emissio control system or waste oil and water cubin (cubide) . Ali the shipping water shall be 23 recycled in Hengyang Port and. Zhuzhou Port for central treatmet The Emnisio Stndard (GB 3552-83) of Pollufig Matter of Ships pranugated by relev deparTet of Ste ha incded the on the other wastes dschargedl bl ships as follws: An pascs, ftable maters waste fod and other wstes s not be disda dicy into ies. Any avatories of arny ships shall not connected with the water surface. Any wastes of any ships shall be colected and transfered to the waste stations on banks for btatmert CG Public Hygienc Adminstatn of the port Rainforce the hygiee admintation in Mte work area and iMng area by port admirutation department The domestic. seNage shall be drained to the ser of the oiCy by by-pass flow system The house rfuse shal be dealt with treatrent system of the city so as to pvet the bad influence on water quality. 4.23 Noises The noises of the port are mainy caused by mechanical operation. the eginal equal noise value is 50-SOdb(A) in a foiast At the places fity metes far away from te opeaion area, the norse value is 50-60(A), which is wuder the rnainal stadard ao eMvonmentaf noise that pides the noise shall be less tan 55-65dB(A) n the indusra area and the sipulatn on te design specication of the port and hav no serous imoacts on the environment Dirigia Bridge aea of Hengyang PWo is ocated n the suburb which is not the esidents' crathenng area. The old houses area around Baish! Port of Zhuzhou. Iocated at the municipal taraorm area is tken as land of port construction. The are no arge scale municipal constrution project in the two above mentoned areas. 24 The existing sand and stone wharf wtfl be mwved out of the certer of city and the o-hndWr c;pacity wi reduce from abou 1 000 to 420kt Om to te constuct of Yongb ares of Zhuzhou Port With the trarm of Ilincion of porL rducton of the cargo-hand n capaciy ad the npronent of loadirn process, the envSnmta quality ofthe port wil be improved obiously. The max noise in the center of port wdi be educed from 91 dB(A) to 85dB(A). The transport of the port to the outside will be eased and the pressure on the main road of the City ilti be moderted. The colecti and distibutrg tansport condiions of anower t port ares has been connted with the municipal conruction plan. The constucion of the port wil be fnmished at the samne time with the completion of the first-grade nng rad of Hengyang City and the seconS-grade steet along the rver of Zhuzhou Cty wlt be imprvied greaty. 43 The Evaluation on the Environmentl Impacts of the Watr Way Dredging Engineering and the Prevention and Remedy Measures The dredging work consists of dredging and reed explosion wvo-k in twent three shoals of the 120km reach from Dayuandu to Zhuzhou. and dredging work of 8a¢i Port and Yongii Port in Zhuzhou, with total dredging capacity of 823.5km, among which, dredging capacity on shoal is 8104rn3. dredgin capacity at Baishi port 10km3 (mainly reef eplosion work) and dredging capacity at Yongli port 3.5km3. World Bank gves the speoial attentin, on te envronmental problem caused by the corstuction of dredging work and removaJ of dredgirg silt and sets the follown clemands: a. Set up the heavy curtains for preventon of silt and adopt the dredginr equipmnt with little turbulence on sift during the engineering of dredging work in the dry season so as to reduce the short-term turbidity in the dredging area as possible. 25 b. -Make te pandc and chemi anarysis to thie sdt prior to the umbd acton so as to lower the natural and /or man-made poisonous substes of sit into water. On the bas of analys the latent problem will be found and some measures will be adopted to by best to reduce th silt suspended again in fis area. c. Evaluate properly on the spoD plam the one which has Jest influle on the man resident area wll be sekected. If taking the nfluence on the groundwater. raiwash and land using caused by spod ground wito considration in some occasion, te the ban-ful waste shall be colected in a stuctue which is used to prevent the poio substance from perating into the water-beanng satm as possible. soe harmless silt ma be reused, but the proposal that uses those silt to backii the marsh land is not regarded as the best wvay to sohe the environmental problem The constructon of dredging work shall adop the releen measures to reduce or eliminate the latent influence on the ernronmer#t 4.3.1 The influence on the water quality caused by dredging work The stirring of botto. silt in te dredging of shoai will cause the inceasi of the trubling in the river. and harmful substance suspended again. In accordance with te physic- chemical anatysis (he detals see Appendix 4 and 5) of substance dredged in two typicaf shoals- the river bed of reach is mainly composed of pebbles, the content of poisonous substance is lower, besides this, the polluton on the water, especially on the dnnk water caused by dredging work is limited. We will supply abundant infonraton in the bid invtato documents to ask the contraor(s) to select the proper dredging equipments andi optimized operation process. even set up the heavy curtains for silt prevention if necessary so as to reduce the short-term toubidity. We will also monitor the water quality at the lower reaches in the constructon of dredgig work. 26 4.32 The environmental impacts caused by spoil of the dredging workc The content of harmfUl substance in the spoi of shoal dredging work is lover in accordance wit the aralys in att d table. The spol area of shoal dredgirg work wilt be desgned on the bass of succefl Chinese river regulatig experience o imprve the flaw condition n te shoal and gain regulatng effect The silt dredged wit be used for filling the embanrment and farmland, bocng up the tbury, rase the border of bte nver and fIIimg and raaMng the infavourable deep pool. The spoil of the port mainly the rock, wdl be used as backI material for land of the port 4.3.3 Influence on the fish caused -by the dredging work The analyi made by Hurnan Prmncial Environmental Montoring Center and Changsha Municipal Environmentaz Monitoring Station in 1992 shows tat the harrmful susance in the fishbodv is under the international and Cnina standard on food hygiene. In accordance with the analyis of aboe clause 3.3.1 the content of heavy enti-s in the silt of rier bed is ve low and the dredging work will not cause serious pollution on the water quality. Besides this, the shoals to be dredgged are not the place for fish dewellang. So the dredging and reef explosion wn3l not be -njunous to fish and increase the poionous substance in the fish body. 4.3.4 Safety Rules on Reef Explosion The explsion work shall be appoved by the navigational administration departient and the naviraticnal notice vnI be released in advance. The contractor(s) will cculate the explosion rang, take the effectve safety measures, stipulate the e3plosion time, set up the clear signs and warning lines and evacuate the personnel and ships in time and make the complete anrd carefull safety inspection in the explosion-. 27 44 Historcal Ralic Protection The arniet buidings scattered in fity one phacm and historical me ize buildin announced by Hunan Prvca Government in 1983 is nort inied in engineering range. Dayuandu is A rivw-channel-type resenrir. Nto unmround reric is discovered by surveying and investgatn in the engineenng rang. If posible. it as necessy to report to the relic admistation department and cary out uent protect 4.5 Influence on the environment cause by lakage In acident The leakg of dangeros goods in the accdent of oading and transpoatio will have a sencus efect on water quaity and atosphere. So we should carry out actvly te poiW of putting preventon fis and tal(ng the specal precautons to meet an urgent need so as to reduce the bad influence on the environment to the least It the accidents occur. Strengthe the safety eduodbon on the personnel for lading and transpoatbon, strictly exeute 'The Temporary Prvison of Inspection Ship Condtions fior Dangwos Goods Loading " and " Supervsion and Administraton Rules on Loading of Dangerous Goods in Ship" promulgated by Communication Ministry of P.R China and oter similar regulations. ff the leakage occues in an accident, all the emergency measures shall be adopted to prevent the pollution frm speading. At the same time, the person at the accoident site shoulid report to local navigatonal supervision department so as to conne;t with envronmental protectior and and public security depertment-to handle the accident immediately and effectrvely. 28 The envirornental impacts and its fosng tors corterts~ methods and applicabe standards see appendic 1. The prevention and remedy mease and ecutive body of enromental managerme . EnMronmel 1onitring 5.1 Montoring Targ.fs 5.1.1 Water quality The purpse of the water quality monitoring is to monitor and ften control the pollubon influence on the water of the Xlan0an caused by engineering so as to keep the water of the Xiangjiang in conformity wih the water quality furnctora dustit stanrd. So, the Dayuandu hydro complex proc wil major in the corol ard treatmentLof wate water from the aggregate pncessing in the consbucon. Wi the domestic water plant provided 1 km downsteam, Hengyarg and Zhuzhou ports beJong to the drink water protection area It is vey improtant to take measures for water quality protection in the construction especially in the operation periods through monitoring. The water quality monitoring is mainly to monitor the temporay turbidity and liquidate of heay metal in the dredgirng area during the construction of dreding work and influence on water qualty caused by shipping waste during the opeation period so as to keep the water in dredging reacnes, especily the dnnk water in corlormity with Chinese standard of water quality. 6.1.2 Air Montorin 29 The ar montonng is irtended to nxect the degree of nfunence on atnosptwe caused by the consUucto and operato of the projec after various protection measures here been taken according to the reqrwement of atnosphere quality in differet dist Aniospheno nitoring for the prject is main perfrmed in the conrstuction period of Dayuandu Hub and the operation perd of Hengyang and Zhuzhou ports, adopting class 11 standard of toal suspended particle (rSR=0.03mglrn3) specified in the atmosphere envronmiental quatly standend as control standard. 54.13 Nkses Monitong In accordance wth the anaysis and forecast of ervronmental evalution eport the noises mainty caused by the operton of machinery during the constructio and operation periods iM{I not eceed 'imft Value of Noise in Construction Site' and the stndard for industry centralized area from "Ambient Noises standad for Cities' (GB3096-82)- The mechnical nois at the ports have been cotrolled to conrm wh the port design standard. Only the influence on te construction site and operatonal personnel caused by the noses will be conseed in noise control. Envirnmental quaity standard for surface water, atmphere envirm ntal qualt standed and ambient noises standard for cites are extracted as foUlows: 6.1.4 Fish Resource Monitoring Thze effectiveness of fish-way engineenng and the inluonce of reservir on spawning area will be confrmned through the invistigation on variety and quantity of fish. Coordinate with various environmental protection units to strengthen the monitoring of harmful substance in fish body. 30 5.2 Environmental Monitoring Contents and Items: In order to inrvisigate the influence on the environment caused by wharf loading, shipping and construction and operation of Dayuandu hydro hub and waterway dredig woii the monitonng work shal include the monitorig of water quality, atmosphere quality, noises and fish resources in the range of engineering concemed in different period. The water quality monitoring involves the inspection of content on DO.BOD,COD,SS, PH, volafic phenol, nitrides, Hg, Cd, Cr, Pb, Cu, Zn, oil, ammonia, nitrogen and colibacillus, etc. The atmosphere monitoring items mainly include the. inspection of content on suspended particle, falling dust, SO2 and NOx, the noises monitoring majors in the inspection of noise intensity in the construction sites and the residence close to the highway connected with the constructon sites; the fish monitoring magors in the inspection of variety and quantity of fish and analysis of harmful substance content in fish body, (The details see attached table 2-5) 5.3 Training of Environmental Protection Personnel The environmental monitoring for the project in the construction and operation periods will be carried out by the envnromental protection departnents of cities (counties) along the river, which are qualified for environment monitoring at these departments is required. The personnel of the environmental protection units under the Xiangjiang Navigational Construction Corporation will attend the medium and short term training programrnme and on-the-spot invistgation. Of which, 8 peoples wil be trained in China and 5 in foreign counties. 31 6.4 Monitoring Orgas The specl environment monitoring staton have been setablhd in Hfengyang, l-engshan, Henglong, Zhuzhou (including Zhuzhou County). which are scattered aong 182km reach from HeerWang City to Zhuzhou City The staorr of Henng and Zhuzhou cies are evaluated as natoal class III stations, which have been wei equipped and reinfced by qualified envronmwnt monitorng engineers, the enrironment mnonitoing equipments list and the details of monitoring items of two stations see atachment 6 ), the stations in the other four countie are national class IV staffons. all of which thave qualificaton and capacity for the nom(al envronment monitoring. At present; the water quality of rver and environmental quality in oher sesentive point of environment have been controlled according to the monitoring results of all above mentioned stations from monitoring sectons and points in all year. Water qualit inspection system at three levels (shiftpfant company )ts been set up in water plants along the mier, so as to keep the water quality in conmity with the Chinese standard Coordirnaing wit other four environnental protection statsons, Hengyang and Zhuzhou environment monitoring stations, entrusted by the Xiangjiang Navigatonal Construction and Development Co. Ltd will be responsible for the environment monitoring work of the project. The monitoring points and monitoring frequency will be increased in accordance with the monitoring results and actual situation of the project so as to meet the requirement of environment monitonng. 6. Land Requsitkon and Immigration Settlement of the Projec According to the character f job ste and engineering, the plan of led requition and setement of migrants will focus on the following areas: the damsite 32 area, area suberged in fte reser wharfs wit l'tonage bert of FengyN Port wharf wth kiotonage berft of Zhuzhou Port Now, we demonstrate m details: 6.1 A Surey of the Land Requisition and Scope of lmmlgras n 6.1.1 Dayuandu damnst area: The Mand taken ower for use includes cutwated land 493.4 mu, garden area 37.4 mu, forest kand 128.4 mu, aog which, econmnic forest 110.6 mu, timber forest 1 7.8mu, homestead 25.5 mu. which are used for the consttn of shipocRk A small village, wth 77 househokds, 367 persons wil be mved out The old houses with total floorsoace 17,019m2(itincluding sundry houses 2, 543m2 ) will be pulled down. 6.1.2 The area submerged In the reservoir: The area submerged in the resevoir includes the amland wiout harvest guarantee and nion:gate famrland near the dyke amounted to 355.5 mu in total. The- migrants concemed in this area are only 3 households, 16 persons, space of house pulled down 804 mr2 6.1.3 Wharfs areas with kilotonage brths In two ports: Ding,jaqiao wharf area of Hegyra Port: take over 822 mu land for use; move out 3 households, 48 persons; pull down the house wth total Uoorspaoe 804 m2. Yongli wharf and Baishi wharf areas of Zhuzhou Port: take over 35.84 mu land for use: move out 92 households, 279 persons; pull down the houses with total floorspace 11, 576 m2. (this work will be combined wih the city converting plan) Synthesize abovementioned data, the total land to be required is 1,286.74 mu, rasidents to be moned ot A 79 househokds, 710 persons, floorspace of houses pulled down 31,779 m2. 33 6.2 Compensaffon standrd of Lan RequisiMons and Plan for Sefttement of - Immigraton 6.271 Compenafon stadard of land requisitio and s_ttlement A. Land requsMton fees: In accordance with 1Hurtan Provincril Renforment Rules for Land Adminion", land requisn fees are composed of young cps compensation tees, land cornpensation fees and settement compensation fees: Young crops compensation fees = annual output value of land required X I Land compensation fees = annual output vWlue of land required X 3 Settlemernt comperntion fees = annual oup value of land required X 2 X number of agricultural populaton I q;iantry of land S. Compensatlon fees ior pulling down the touses and movement it *Il be determined on the basis of " Total Expenses for Rebuilding the House". Step and mefhods: * )Deciding the 'total rebuilding e3erses" of house pulled down(yuaWr2) Decidtng the rate of depreciation of rate house pulled down (%) Deciding the 'basic price of net valu& of the house pulled down(yuanlm2) BasL- price of net value total expenses for rebudding X rate of depreciation for the house 34 C. Compenstion standard for lectric power, post, wire poles and otfer aiddifonal faciJitis It vill be dckded according to te budget plan fxmuated by the reeavent deparbtrets in cage or he consubton results on the basis of on4the-3o irne-trgation. 69 = SeMairsent plan of migrats: A The*re ae -,eventy housekods, three hundred and eighty thr pesn, who are rrinly centralized in Yonghe Vdilage and engaged in agriculture soondary and third industries, in Dayuandu Hub area Accordingt o a plan of kocal govewmsmt Yorghe Townr with the scale for eight thousand people at present and then enlarged ior thirty thousand people in the future will be established near the place to be the lMng area of the staff members and workers of the Hub engineering located at the left bank of the Hub. The residents of Yonghe Viflage will be moved to Yonghe Town gradually. The people who are engaged in the agriculture on the land to be aquired wi(l be rearranged to be (a) farmeas mainly cultNiting rice (b) gardeners raising vegetables and fishery farmers, (c) building workers, (d) catering taders and others in trzvelling servie and retail business, (e) handraft makers. The local govenments wil work out the detaie plan for settlement according to te number of migrants and the loal resoures condifion. There are seventy fve people in Hengdong County to be settled, among whom, fourty two people will be alloted the cutivate iand with the same area and quality as the old one for continuous frrming work the other 33 people wvll be engaged in secondary and third industries. there are five hundred and seventeen people in Hengdong County to be settled, among whom, si4een people will still go in for agricutural work four huncred and twenty-seven people w.ll be engaged in secondary ard third industies, seventy four people wil be engaged in fishery farming; there are fity nine people in Mayuankong, Hengnan county, only nine 35 standards for submerged land and approved the land acquisition standads as well a the plan of compensatio for submerged land and settement of migrants furnshei by the design instittes at the same time, all the representatives said they would contact the whole work for epropiaton of land and moment of rsuidet, pnvide tre peeental term to ensure the success of the poect the details see the Collection of Cofimed Documents of the Projec The government of Hengshan County delivere a detailed plan for th, settlement of migrants in Dayuandu Hub engineeinng area to the project offioe on March 18: 1993. It was planed that Yonghe Ta#n which would intergate agriculture, industry and trade with traeling seMe busines, woukd be established close to U#e place to be the living zone of Dayuandu project for the settlement of migrants. The production and rife of the migrants would not influenced after the movement The annual income per person would be increased through settlement and supplying the chance of employment 7. Environmental Protection of the Project 7.1 The Control Targets of the Evnironmental Protection of the Project A. Control the water quality, air and noises pollution caused by thie engineering. shipping and port ioading during the construction and operation periods to ensure the ervironmental quality up to the eronmental standard of different functional reaches of the the rver confirmed by the environmental prtectn departMl1nts in charge under the govements 37 B. Cotrol te impacts on the bioo environment of the rser and ffte area around and reduce the inpacts to the least. 7.2 The Executive Institutes of The Environmetal Protection of the Project The Xlgjiang Navigational Constructon Deveopment Corpoation in che of tfle project wil be resporsible for the enforoernent, supervisn and administtion of efivironmcnti prtecton plan. The corporaton will establsh a enimetW protection office as well as some erniroerietal protectio statons at Dayuandu Hub. Zhuzhou Port and Hengxeng Port which will be responsible for the admintation and management of erMronmental protecion. EMronnental protection ofices (sections) at all lves cocerned will be responblte for carrying out the envirmental supervisio dunng the consatucto and carnrng out the environmnetal protection measures, asssting to invistigate and handle the pollution oases, reporing the ermronmentaf problem in the natural ecosphere and society caused by the constuctio to the local enmronmental precton deparment and communication departments. Environmental protection administrative organs of the Xian)jiang nauvigatiora construction projt as weJl as its responsibilities are as tollows: 38 Envkwo,ental Protecdon Offie under The ang- jbng Navigatioral Cons- tugdon CrPoratlon Environmentaf Proteci Environmenta Proecon Enviromenta Protection Section of the Power Section underZhuzhou Secton under Hn Station Shipping Administration Shipping Adnilsti on Departent D Environmental pection and Envilronmestal polton control polltion orolat the hYdro in the port area and environ- hub and re1uating reach .ment mo@nlt@ In c@rltncdon and environmient monitoring in conestucton _____ _ The competant department of the orporabon in coharge of the ermronmentat protection shall be under the supervision of the envronrertnl c artIotes o yoverments at provircial. municipal and county les. 7.3 The Sbttgy and Cost of -the Environmentl Protectn in ConstrUction and Operation of the Project A. The mtruction of Dayuandu hub project wil imprm more or less the biological environment of the reservoir area. 'The probiem of fish migrton will be sotved by building the fishpass. Transforming and building water outlets and pumPing staton wli sohe the problem of drainage of watetiogging in the tower rand around the reservoir area; and then adopt breeding industry instead of cutivatng industy at the odd lwer 39 land. all of which wi mke the econl activties mnt affected by the construction of the prect The impact on the water quat of the reaches near the job site, atmeosphe and natural landscape carsed by the construction of the hub project wil be controlled to the least by tahing respectve measures S. The emphasis of ermronmernaf cor&l les on the polkution of atmosphere and water qualty of drnk water sources at the kmer reache caused by te operaton of the prject, especia the floating dust produced in the loading process in coal lodin area of Baishi Pot, Zhuzhou. The releavert operabon companes win adopt soe measures. such as watering for duust controL setting the waste water and planting forest reserve to inssure the environmental qualty reach the ratonal standards. C. The JrTacts of the waterway regulating pnroect on the erMronment is limited in the corstruction period, onty th-e throwing of ffe dredgng sift wiif afect the natural capacity of river for pollutant treatrent In accordance with the physical and chemical analysis the bed of the XGangiang is mainly composed of pebbles in big diameter which will bring out littJe polution. Besides, the constuction sites are scattered on twenty three shoals in the 120 Km reach. wih so many points and so long reach. the time and rang of impact on water quality caused by ffe suspension are very limited, which will bring out no pollutiorn in accordance with the engineenng practcal experernce of years. D. During the oeato period of the projec, the Mblem of tthe poIlution caused by the shipping waste, especially the oity waste water is the emphsis for environment evaluation and control. The ships shall be istalled with oil-weter seperator and drainage conr sYstem Ln accordance with 'Pollution Protection Structure and 40 Equipment Specifiation for Ships on Inand Rtver' stplated by sae shpping pection bureau, and oily waste water colleton and treatng staions and fuse colecting sttons will be estabished at fte ports. The oly waste water and he refse are not ailwed to drain into the iver, then te pdluion wQi be ctrd. EL By on-the-spot invesiga7on, twere ae no relic submeged in the rang of construction and operation of the project F. In order to irspect the actual effect that wher the erMnronmetal protection targe i reached the ernronmenta administtion and monitonng deparbtmts of sD cities(counties) along the reaches of the project such as Hergyang Ity entrusted by priect owner, will be responsible for the monitoing of water quality, atmxphere, noises and fish so as to instruct and supervise the implementation of all environmental protection measures. The Summaly sheet of ernvronmertal protecion adminastrative and monitoring measures, Atmosphere quality, water qualty and noises monitoring plan, Atmospthere qualit monitonng points distribution and Water quality monitoring points distribution see Appendix 2 -Appendix 8. The funds for environmental protection of the project is estimated to be Rmb 391.02 million, among which Rmb 37.37 million for Dayuandu Hub projetCQnocluding cutivated land protection. transforming of culet and sluie, stengthing embankment, reservir dyke protection and buidding the fishpass), Rmb 620 ftusand for the construction of Hengyang Port and Zhuzhou Port Rmb 760 tousand for environment monitoring. All the expenses will be brought into the finanial estimates of the prcect and payed in time in accordance with the process of the project. The detals of irnestmen for the ermronmental protection meaSures see the follc*ing tabe. 41 Inves5bent Table for Environmental Protecton Nlnae d kwestiert S1eaingst htem Lk*t Quantity (RMB 103yi) Osyuanhdu I. Cuitvadd bra Prtetion 1,O5 1. tir%sd capclty or wstf- bIog dame macte K 1.125 1,125.0 2. VkmeofearVworkfo lood cm"td canals 104m3 734 zm.0 3. Total area of flood control carnals mu 372 Z29Z0 4. Subsidy for change of cropping .mu Z390 6,702-0 n. Flshpass place 1 10,38.0 111. Renortion of sluices place 4,849.0 IV. Subsidy for reinfor- cement d flood cofol dyke 1 03m3 500 Z00O.0 V. Highway rsvaton km 1.5 30.0 VI. Reservoir banK protection ZQOO.0 .I. -Sedmentation tank set 2 VII. Others (incuding noises monitoring 42 instruments) 4,559.0 Subtotal 37,373.0 Hengyang L. Simple spraying car set 1 .100.0 Port 11. Afforestation in pot area 5.0 IU. Recycing and treat- ment equipment ot waste oil and water equipment 50.0 Subto- 206 Zhuzhou . -Sprinkling set 1 200.0 IL Sedimentation tank set 1 105.0 111. Afforestion in the port area n2 60.0 IV. Recycling and teatnent equpment of waste oil and water 50.0 Subtotal - 41.50 Ernronment moniting during conatuction and operaton period 740.0 Personnel training 368 TOl 39,102 43 Note: 1. The cost for cornputer management system of environmental protection project and foreign language training are incrxded in other relevarnt hivesnrnt plan- -2 The expenses for purhase of hardware and software of computer for envim menta protction project are included in oher reevarnt plan. 8. conclusIon In accordance with the assessment of the project and the research of strategy, the construction of Oayuandu navagatwal regulation hub project in the Xiangjiang will promote the deveopment of economic in the area around the reservr and have a good effect on imprvernent of environmental quality. The impacts caused by the corstrution of Dayuandu navagational regulating hub project, wexept for the osses of land submerged, will be avoided or decreased by taking effeciv measures and methods. Altough the problem of migrants caused by the land submnierged in the reervoir and the impacts on part of kwer cultivated tand around the reservoir caused by the raising of water ievel will produce the disadvantages on natural environment and eonomic of socety, it will be reduced and even avoided by carrying out the settement plan of migrants and project protection pian. The constructon of Hengyang wharf and Zhuzhou wharf with lolotonage berths and the watenway regulatng work from Dayuandu to Zhuzhou, as part of the Xiangjiang navagational construto project, will improve thhe shipping conditions greatly, promote the development of navigation in the XianWiang River, have an active effect on the eonomic and culture of Hengyang City and Zhuzhou City, increase the environmental quality of the reach from Hengyang to Zhuzhou and promote the progress of society. From a longterrp point of view, it is very important for Hunan Province, as an inland city, to open and develop the area along the iver and keep the same step wity the 44 city, to open and develop the area alon the rier and keep the same step wity the coastal development zones by the Xiang ravagatonal cnstuctn and taking advantage of the Yargtze rwer for river-and-sea cordinated transprtation. The watewAy reguating wak iss able to increase the aci of water body for holding te pollutions and thhe capacity of tans T. 1he oily waste water drained by ships and other poUlutant wil be increase a ritle, with the inreasiQ of shipping capaciy and cargo handling capacity, which Will be cotroled by r oing the environrrental adminisaton and taking effedle environen protecton measures and have litte influence on water quality. The foating dust produced in the tlding process will be cut down by taldng the respecve erironmental protection measures. In general. should the ermronmental protecton measures and enironmental protection plan be carried out, the disadvantageous influences caused by the construction of Dayuandu rnvagatonal hub work and the ports work and watewway regulating work wJIl be reduced to fHe least, and the corstrut of Yongri Port at Zhuzhou will create great environmental benefits. By weighing the advantages and disadvantages, we think hat the environmental beneft of the Xiangjiang (from Hengyang to Zhuzhou reach) vill exceed.its negatve inffuence on environment The project is feasible, vwing at the angle of environmental protecton. 45 Appendix I Summary Table of Evaluation on the Environment Impacts Prediction Proj. - Prediotion Method Standard Applied RAviromnatal 'Impact Item Coktent Water quality In COD, Two dimensional The 11 grade surfaco Every1 Index in the the upstream of Volatile pho- convection diffusion Water onvironrnontal drlirikng proteotion the reservoir nol, model, quality standard area mcets tbe I1 cyarkide I Oil gathering esti- (GB 3838-88) 8rad6 wator quality meroury, . matlon mbdel standard cadmium, chromium, arATen, aluminiurm, S; Aq'watIo Tho flab' s and The fish's mi8ration sptation d .nd spawning wJl be 11 spawning Influenced by the X The rise of Wa- Rcservoit Designina Measures Tbero will be 349 ter level lnundation and about the Irrigation mu farmland to bo 8 . rosetllerent and Hydrooloetrio inundatod, 804ui1 project (SD130-84) houso to be dismtanm tled and 18 people of 3 houscs to be resot- Bankcs and cul- The local tlood level The water level will verts surround- inf the 20-year flood notreaso 0. 07 to 0. .ng the reservoir frequency lrm, and it will have lMOOl influence CA the banks but somo influonoo on the drainaao of tho 69 culverts. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 ApV rndLx I continued) _ Predlotion Project - . Prediotlon Mothod Standard Applied Envlrornantal Impact Item Content Impact during Production The tivor will be- the contruotion waste wator, como mnuddy-and-the stago dust, nolsa, air and noise envi- discarded soil ronment In tho con- and stone. struction rogion wilt worsen. The DLngjiqIao Plying dust of Gauss continuous Air environnmental Tho port and the Port in phosphbte ores point source model qusiity standard vicinity of the port Hengyang (GB809585) Oily water Oe-group mono-di- Surface Water quiali- Generally the drink-' from vessels mensaonal modei ty standard Ing wator quality i (OB3838-88) not affected Drlaking water qual- ity stafndatrd (GB8749-86) . o Noise Point noise sourco Envirommcntal Notto in tho port ra- * f modol or line noiso noise standard for Sion van inect the source model urban rogion standard. Tho nolso (GB3086-82) ,as little Influence on tbc environment The yongll port Corl dust In Gauss point souroa Air envitornmontal The rogion about and the Balshi loading and un- modol quality standard 440m far from the port in zhuztiou loading (GB3095-82) pollution center qn meet 8 , . GS~~~~~~~~~~~~~~~~~~03095-82; Ap cndix I (continued)-_ Prediction Projeoo __ ______ . . Prodiotlon Method Standard AppUod Enylromnantal Imnpaot Item Content The yongli port Ofly water from One-group mono-dlt Surface water qualil. Gonerally tho drint- and the Bauhl vessels mnonsional model ty standard inB. water quality is port in zhuzhou (OB3838-88), not affected. Drlnltn8 water qual- ity standard (OB5749-85). Nolso Point noise source Environmental noise Noise In the Baishi modol or Une noise standard for urban port cnn meet &tan- source model rogion dard, ..(GS3086-12) tqNoisa in the Yonsia port sometimes ox- .______ ____.__.___, ooods standard. . SbIpphi...,Routo River's capacity The transport, mix- 6Regulation of holding pal- ture and dooxygena- o tlutants tion of the pollutants will be speoedd up 0 . . ond tho riverr s os- pacity of holding poUutants J3 trn- proved. > s p. _ _ __, .______. Aquatic animals Tho proJect Will not C and plants produce now pollu- tion sources or dam- e age the spawning 0 around, or blook the fish' s miarotina course. So tte pro- )eot will haya littlo < . , influence on o aquatic animals and 3 _ _ _ . . . . . _, . plants. e)D ndix I (continued) Prediotion Proeot _-_ Prediotion M4 ethod Standard Applied Enviromnontal lrpAot Item Content The, fnuenri. Blasting rocks and . . during tb con- .xoavation of river .trtuction per' bed have littlo influ- od. ence on water quail- ty during shost peri- od. Increaie . of Vessel noise Tioe standaTd for Tiac poUuatnts dis- tre{ght volume and discharged pollutants 4isehard- chardod from vessel wasto .- .orom vess0l accordjing to the . (0B3552-Q3). standard 4&ve littlo .tnXuenco on Water quality. __ - __ _ _ - Appendix 2 Summary Table of the Administration and Managerment of Environmental Protection for Dayuandu Hub Project 1. Designing Phase Main Problems Control Measures Excutrs 1.1 Flood prevention 1.1. ISelect correctly the proper dam site, Hunan Design and submergence of dam type.flood diharge type, oerflow widft Institute the reservoir area and resonable regulating leel so as to reduce of the losses of submergence and have no Communicatons impact on the flood preventio in the reservoir area. 1.2 Rising of water 1.2.1 Adopt the stone masonry bank and the Hunan Design level to widen the slopped bank cavered by grass for the ciff lnstte of water surface. to bank and loose-soil bank Communica- prolong the immersion tons and time of the bench terraces Hengyang and to increase the water Municipal erosion and water cut Government on the banks 1.3 Rising of water level 1.3.1 The dykes of the section under the As same as the endangers some dyke administration of Hengyang City are being above fortitying setions and reinforced in the winter-engineering of submerges partial embankment projects the average I meter drainage facilites will be raised on the exsting dykes. After the engineefing has been completed the flood control capacity of the embankment in the reservoir area will be encreased; 1.3.2 The would-be-submerged drainage gates and cuhvert, overflow canals shall be transformed and improved before the water detention of the reservoir. 1-4 Submerging the 1.4.1 !uild the overflow canais before water As same as the farm land inside the detention of tte reservoir ' above dyke of the reservoir 1.4.2 Transform or build pumping, 1.4.3 Pefect the plantaton-change plan; 1.4.4 Well settle the assisting work at bhe later phase. 1 .5 Salinization and 1.5.1 Because of the enough rainfall and by As same as the alkalinization of soil adopng the above mentoned draining above in the embarkment measures, the farm land will be kept in area in good conditions 1.6 The migraton of I.6.1 Build the fishpass fishes migratior Hunar fishes blocked by Hydroelectric the dam Design Insitte 1.7 Influence otn 1.7.1 Reinforce tte tee planting and aftore- The govemrnments ecosystem staion, enlage the forest caver rate so as of Hengyang Crty to prevent water loss and soil erosion, at levels Develop Me ecoagncuture and reduce emission d sewage. 1.8 Historical relic 1.8.1 ftrs a channelype reservoir. In the inspec- As same as protection - on and pospecting, no historical relic above- the above ground or underground have been found. 2 Engineering phast Main Probienms Control Measures Excutrs 2 21 The muddy 2.11 Build setlingtankemit th waste watr Contracs) - degree increase after teatment or purchase the ready-4r-use by the waste water sand and stone material. Inspect and check the of the processing density of the suspended solids regularly. sandand stone material in the engineering phase. 22 Dust and air 22.1 The dust will shape no air pollution because Contv}cto(s) polluton caused by the engmieenng ste is wide enough and is some environent engineering and distane to any villages and because of the damp monitor barspoittion condition of the water conservance engirneering station o- matea 222 Spray wat on the eartwork site at proper tines and plant tees and grass after the work has been completed. Z223 Mix the concrete in closed midxure tower with the ba2-type strainer. 22Z4 Use te special truck with large volume tank for transporting the building material (mainly the cement). 25 Build concrete or bituminous road leadng to the engierig sit. 226 Build the bitumen mbang station installed with the wasle gas purir at the leewrd of and with a distance to resident and gather area. 227 Inspect and check the quality of atmosphere in the engineering area regularly. 23 Noise pollution 2.31 Use the k-noe engineering machinery Contractor(s), in the engineering with good performance, the enirornment area 2.3.2 Arrange the high noise engineering in day section at the times as possible. sib 23.3 Rteinforce the maintence for the machinery of transportation and engineering. Z3 4 Monitor the nvoises o the constucfion site. 3 .4 Water loss and 24.1 Alta it has been cut int the shape, the Contractrs) soil erosion caused bank slopes shall be *ansoned or greened by by cut of bank plantng trees and grass as soon as possible slopes, and build drainage diths to prevent earth slide, watrw loss and soil erosion. 2.5 Problem of 25.1 Because the stone needed es purchased The suppiser(s) stoe pit at the nearby stone pi;, te sx suppie shall o st"ne regreen the places. resume the original landscape and protet the environment in accordance with the requirement of the local gonment and the envwomntl potectin deparmnent 25.2 The safe meawres shaft be made out for the smne mining at the stone pit in accordance with the regulations promulgated by reeent autxrities. 26 The waste 26.1 Set a ground for the waste erth and stone, Contractor(s) earth and stone ten plant tees on the ground or use the ground as farm land. 27 Waste oil of 27.1 Collect the waste oil of the engineering Contactor(s) the engineering machinery to the teatment station of the machinery waster oil nearby, directemission shall be prohibited- 2.8 Collection 28.1 The sewage shall be treated by bar Contractor(s) and treatment screen, oil separatng tank, setling tank firstty of sewage and Me fecal sewage shall be treated by septic refuse of the tank) and shall be reached the state emission camping ground standard before emitto the farm land nearbfy or directly to the Xiang1iang River. The domestic emfse shall be coilected by a central refuse teatment centre 4 29 Public health 29-1Well settle the clean work for the Xarngjiang eseNoir bed NaVgatial 2 9.2 Sellect the qualified water resource ot Construcio drink water, if no resource, dig the weDs Co. and the for tadng the underground water. Henyang 2.9.3 reinforce the health administation of Municipal tie residenci quarters of the engineerg Government area. 29.4 Arrange the epidemic prevention wor, it needed, for tie staff and workess and the rWeidets nearby. 210 Safety Admi- 210.1Reinforce t safety admirsation in and Contactor(s), nistraion in the carry out the saFety operation regulations for the the m4evant engineering phase blast engineering; provincial -210.2 Well settle the temporary navigation plan transportation and facilites; reinforce the navigation admini- and communi- s-tation, pefectly set up navigation signs; set cations admini- up take-care stati, if necessary. stratve depart- menat 2.11 The underground 211.1 Notice as soon as possible t local The goverments cultural relic cultural relic protection departnens to at leves relaed, take the emergent prate6five measures, if Contrator(s) find any underground cultural relic. 3.0peration of Navk8atin Main Problems Contro Measures Executrs 3-1 Waste material 3.1.1 All ships navigated through fte area shall The environmen- treatment (including be installed the oil/water sepeator, emission tal secons of waste oio control system and the waste oiwatr tank; ports, the The domestic waste and cargo's wasle shall relevant shipping be collected. then sent to lhe collection companies station for beatment 3.2 Noise contol 321 Reinforce the stiip inspecton, probibit The ship of ship the operation of ships ftiat the noises surpass inspecion the standard of noise cnrl. depatnents. the relNant shipping companies 3-3 Industial sewage There is no industial sewage to be emited Hengyag by the hub itseffH The industrial sewage Municipal mainly come from Henyang municipal Govemment area. A sewage cut-off project is on con- struction in Hengyang municipal area by the Hengyang government After tie project has been completed, the drink water quality will become better. 3.4 The harmful Reinforce the safety training for tie staff and Administative maerial leaking workers of navigation companies, stictly carry departments of accident o the state regulations on shipment of dang- taraportaon erous cargo, report any leaking accidnets to and commu- relevant departments and take emergency nicabons, ship measure to insure the safety. inspections departments, shipping companies 3.5 fish resources Monitor the species ancl amount of fish through Emnronmental monitoring the fish channel by the ftsh channel monitor protection section centre of the power sta- tion, .Mernyang Eivironmertal Monitor Station. 3.6 Water quality Monitor the water quality regularty in acov- 6 monitos dance with the re1eoari plan. 7 Summary Table of, Enviromental Protection Administration and Management of Ports I.Deslgning Phase ain Problems Control Measures Executos 1.1 The influnae of 1.1.1A site of poftsail be seetd at a place Hunan loading and unloading wfit a distance to the croded area of people; Comnmunications at the port and wharfs the stucture of wharfs and the occupaion of Design lnstiute, on the flood contrl any flood channel by any wharfs shall be in Hunan Navi- facilibes of the city conformity with te requirements of flood Affairs Design dNersion The desgnature schematic, Institute only after approved by the municipal food control deparrent, become vWid. 1.2 The protecton 1.21 The selection of any wharf sites shall As same as of the drink water be in comnforrnity with the state retevart the above source in the stioulations th;at any sites of wharfs shall construction of the keep a necessary distance from the inake of wharfs. drinkwater. The machinery loading and unloading process and building of port, especially the bulk-cargo wharfs. 1.3 Waste water 1.3.11he rain and washing effluence shall As same as the treatment at the be ollectd in th -i setding tank for above port areas treatment and then to imite after it has reached the relevant standards.The domestic seweage shall be drained into sewer. 1.4 The dust influence 1.4.1 Control dust byspaying water on As same asfthe on the environment the bulk-cargo wharfs, plant trees anc. above. : 1~~~~~~~~~~~~~~~~~~~~~~~~~ at the pors grass bt formn a green belt and green thie podt area for control dust in accordance with the requirements of" fthe Podt Engineerng Technical Specifiation of China 7.The green area sal be over 15% of the tot area of a port 1.5 Waste emited by 1.5.1 The wast oil collectiVe station and te As same as w ships at the pot area rubbi colectv stAion shall be set up above atthe ports- 2. Constructon Phase Main Problems Control Measures Excutos 2 1 The pollulion on 21.1 The scale of the port constution The contraccor(s). the water quality and is small, so that the influence caused by The environrental air caused by port port constructim on the environment protection constiroctron. will not exeeding tat of the building section of port constuction engineering. The cement shall be transported with closed tank tuck. Air storage is not allowed. The water quality and air quality shall be monitored regularly. 22 Construction. 22.,1 Choosing construton machines wifth The contractr(s) noise. good performance and low noise and environmental strengthing te noise monitoring during protection sections the consrbung period. of pofts try best to aange the engineenring wit high noise in the day time. 23 Public HeaM 2.31The domestic rubbish in the living area The contractor(s), shall be colxected and sent to the rubbish the municipal 2 stdion of the city. san6tbon and The constuction workers wig take protet anbependic inoculation if necessary, to prevent a disease department from spreading. 3. Operation Period Main Problems Contol Measures Excutos 3.lTreatment of 3.1.1AII the ships in business operation shall be Shipping compa- waste emited by installed with oil water separator and emmision niesand envion- shipsQn cluding conrol system and waste oil and water tank ment protection waste oid) (cubide)' section of th-e Waste oil and qater are not alowed to be ports emitod inbo river directly.The waste oid and water coUlective statons shall be established at tie ports. The domestic rubbish of the ships and ffie dregs of the goods shall be collected and sent to rubbish station. 3-2 Noise control 3.2.1.Checkthe ships stictly and pohibit te at the port ships, which is not in conformity with the noise standard to operate Adopt the loading machines with low noice. Strengthen the rraintenance management of the operational machinery. Monitor the environmertal noise regularly shipping and port enteprises, Environmental prtction depatent 3.3 West wate. 3.3.1 All the ships in business operation be The environment treatment at the installed wfith oil water separator and protection port area. emmision control system and waste oil sections of the and water tank (cubide). po4ts. 3 3.4 Le5 age of the 3.4.A Strenghen safety educaticn to the The shipping ha~imful substance loading and transportirkg personn~el and comnpanies the" in accident carry out strictly the natioral stipuLatiors public se-urity orbcoadang and transporting of the dangerous departments phos s angoods- andthervi- Take the emergency meacures inrediately inspection to prevent the poution from speading and pae report to the local shipping inspecnton deP2AzMent~ if leakage, happened, and cooperate with environmental protectpin department and pubric security depardtent to carry out the effec v troeatrnentso as t redue btu ervirinmental pollutio0 as low as possible. 3c5 Dust caused 3it1 Spay water rgulaly to control dust The port by coal and and clean the sites for loading of bulk-cargo companies phosphorus and air sporge. min6rals 3.6 Domestic 3.6.1 The domestic waste woater shl be The port com- wastp emited into the sewer and the domestic paniese locl rubbish shall be coliected and send to environmental the rubbish station of the city. protectio and health departments.. 3.7 Increase of 3.7.1 .Te first -grade ring road is planned Local land transportation to be built in Hengyuarng in 2000 and the govemnments capacity second-grade roa7d along the river is planned to be built in Zhuzhou, which are the mian transportation ways .Construction of the two ports with kow density of transportation will not inccrease the pressure of transportafion in fth cities. 3.7.2The existing, sand and stDne wharfs will be 4 moved out of ihe center of te cifies when Yongli port of dk>onage is sited in constrution atZhuzhou The annual cargo-handling capacity WI' be reduced fom 10OG ktto 42Olt Tbe condition of tlc armund the port will be improved. ~~~~~~5 Summary Table of Environmental Proteton Administation and Management for Dredge and Regulaton i Design Phase Main Probems Control Measures Excutors 11 Influence on the 1.1.1Choosethe reasonable saitthrowing Hunan environment area so as to improve the effect of Navagional caused by the sift dredge and be benefira to the Affairs ffr the dredging diversion of the flood. Insttues work 1.2 The influence on 121 The distribution of te river As same as the embankment and regulating stucture shall be the above te inite of pumping reasonable so as tD avoid te station caused by eroso on fte embankrent reguluting stuctures 1 2:The water inlt channe" will be prepared at the dam root IF the regulating stucture are estabished in the chanel segment where the pumping station is set up. 2.0perarton Phase Main Problems Control Measures ExcutomS 21 The ifluence 21. lThe shoala tD be dredged The contractor(s) on the water quality are composed of pebble or the environmental caused by dredging rock in general. The content of monitoting stabons. and deepening heavy metals are low .The shioals are fte environmental engineering. scattered in the channel of 120 proteon sections kileter ong and the unit capacity of Dayndu of dredging is low. So the harmful Project substance d the bling will not exceed the starndard in large rnge and long peiod ttaldng te folmng measures. A .choose the measonable dredge boat-stye and optimize te operatn procss. B. Set up the sand arresting heavy curtain. C.Strergten the water quality monitring at the dredging points of lwer reach, especially the the was intaking places of the cifies. 2.2 The influence 2.21 Dredging and reef explosion will na be The contractor(s) on the fish injurious to fish because the dredging engineering is to be carried out in the winter and the dredging ste is not the dwelling place for fih. 222 The content of heavy metals will not exeed the stanKard in large range and long period for the dredging with scattered points is arranged in a short period so that to increase no heamful substance in the fish body. 2.3 The influence on 23.1 Issue navigatin notice,stipulate explosion shipping safety time and set up marks and warning lines to causedby feef ensure navgation safety. xplosion -2 3. Operation Phase- Main Problems Control Measures Excutors aI Wasbt 3.1.1 All operatonal ships be installed Eniromental emited by ships with oil-wat separator and discharge prction (inciuding waste oil) system and waste oil and water cubine sections of the (ccubide)- ports, a Sep up waste oil and watr coiecting shipping station at fe pots companies Waste oil and water are not alkwed to discharged into the rive directy. 32 Noise cotroI of 321 Shipping noises will not exceed Shipping ships naiona standard because the inspection Xlangj.ang is very wde and the departnents, embankment founded for flood cortrol shipping along cifies and towns is able to companies regarded as deafening defence. 3-2.2 Check ships and boats stricty and prohibit the shippings which is not in onformity with noise standard tD operate. 3.3 Harmful substance 3.3.lStrengthen safety education on Shipping leakage by accident ship's crew, excute related stipulations companies, on the dangerous goods transportation navigation safety and lay down a set of preventive and department in remedial measures. charge Take all the emergency measures immediately,if leakage happened, and repostto the environmental protecton deparrneat and pub,ic security department so as to reduce the loss and influence to the lea 3 3.4 Dredging project In accordence with the nver ejulawg for maintenance. experiences in Hunan, the volue of silt in the vaterway is kw.The voume of silt to be diugged out in maintenance is less than that ffor cowe CMI engineering so-a tMe maintenance dreding will not polute and do harm to the wate quality ad fish. 3.5 Impart on fish No impacts on fish. 4 CONSTRUCTION PHASE Appedix 3 Action Plan Table of the Emironment Monitoring CHANNEL CONTRACTS PORT CONTRACTS DAM CONTRACTS WATER -30 days before construction starts on a *30 days before construction starts on a .30 days before construction starts on a channel section; .. - channel section; channel section; -sample morning and afternoon; -sample morning and afternoon; -sample morning and afternoon; -sample at the first monitoring transect -sample at the first monitorlng transect -sample at the first monitoring transect downriver from the constructlon area; downriver from the construction area; downriver from the constructon area; -sample at each of the water Intakes or -sample at each of the water Intakes or -sampI at each of the water Intakes or diversion points; diversion points; , Anex diverslon points; A -each samplo to be analyzed for Annrak -each sample to be analyzed fori *_2 _-each sample to be analyzed for -2 *1 day each month during construction; -1 day each month during construction; -sample&mprning and afternoon; -sample morning and afternoon; -sample at the first monitoring transect -sample at the first monitoring transect downriver from the construction area; dowrirlver from the construction area; -sample at eaoh of the water Intakes or -sample at each of the water, intakes or diversion points; diversion points; X Annex -each sample to be analyzed for List #2. -each samole to be analyzed for:. $_'2-__ -every day for first 7 days of -every day for first 7 days of -every day for first 7 days of construction construction and then 1 day per week; construction and then I day per week; and then 1 day per week; - -sample morning and afternoon -sample morning and afternoon -sample morning and afternoon -sample at the first monitoring transect -sample at the first monitoring transect -sample at the first monitoring transect downriver from the construction area; downriver from the construction area; downriver from the eonstructlon area; -sample at each of the water intakes or -sample at each of the water intakes or -sannple at each of the water intakes or diversion points; diversion points; diversion points; -each sample analyzed for DO and $S -each sample analyzed for DO and SS -each sample analyzed for DO and SS *1 day after completion of construction .1 day after completion of construction -1 week after cdmpletlon of construction -sample morning and afternoon; -sample morning and afternoon; -sample morning and afternoon; -sample at the first monitoring tkansect -sample at the first monitoring transect -sample at the first monitoring transect downriver from the construction area; downriver from the construction area; downriver from the constructlon area; -sample at each of the water Intakes or -sample at each of the water Intakes or -each sample to be analyzed for Annek diversion points; Annex diversion points; Ann, .- -each sample to be analyzed for b -each sample to be analyzed fo02 : _ _ . _ -3-12 times per year sampling program part of program sampling program part of program. -sample morning and afternoon described under "Channels"- described under "Channels" -sample at 8 monitoring transects (3 sampling sites across the channel; -samples to be analyzed for Annexc -2 . _ . _ ' I _ _ vKl.. AIR Dust Inputs, Insignif...ant compared to -In position all week; -In position all week; other sources; civil works equipment *4-6 dustfall jars positioned uniformly *8 dustfall jars positioned uniformly very simple. around the port at the site boundary; around the site at boundary; NO SAMPLING -analyze for quantity of dust collected -analyze for quantity of dust collected _________________________________ during week. during week; TSP: Inputs insignificant compared to -1 day per week -1 day per week, oncelday other sources; civil works equipment -4 sites to leeward of pout based on - 4 locations around the constructilon very simple, average monthly wind direotlon; site; NO SAMPLING -samples analyzed for TSP -samples analyzed for TSP' NO,/SO2; Inputs insignificant compared NO,/SO: Inputs3 insignificant compared -1 day per month; once/day to other sources; civil works equlpment to other sources; civil works equipment - 4 locations around the construction * .J5!; b;, 9le. very simple. site; __ __ ' s;, i"C __ NOSAMPLING. . -samples analyzed for NO SO NOISE -dally by project supervising staff at -daily by project supervlsIng staff at *dally by project supervising staff at sites being reviewed; sites being reviewed; sites being reviewed; -morning, afternoon and night where -sample morning, afternoon and night -sample along truck routes and at possible but at least one of the three where possible, but at least one of the quarries; times, particularly durlng blasting three times, -sample morning, afternoon and night events. where possible, but at least one of the three times. FISH -2 timos pe ye .2 tis4. P ar -o-r -2 tmos pet yor. *4 locations between Dayuandu and *2 locatlons each within the urban I- location between 0.25 and 0,5 km Zhuzhou; sections of Hengyang and Zhuzhou; below Dayuandu; -species and quantity present; *specles and quantity present; -*species and qu'antity present; -analysis of four'species of carp (2 fish -analysis of four species of carp (2 fish -analysis of four species of carp (2 fish leach) for Hg, Cd, As, Cr, Pb, Zn. eadh) for Hg, Cd, As, Cr, Pb, Zn. _ each) for Hg, Cd, As, Cr, Pb, Zn .1~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ . . .~~~ -~~~~~~~~~~~~ : ~~~ ~ ~ ~~ ~~ ~~ ~ ~ ~. , r OPERATIONS PHASE CHANNEL PORTS DAMISHIPLOCK WATER -3-12 times per year sampling program part of program sampling program part of program -sample morning and afternoon described under "Channels" described under "Channels" -sample at 8 monitoring transects ('3 sampling sites across the channel; _ -samples to be analyzed for List #1 _ _ _ AIR Dust: Situatlon to improve or not -In position all week; Dust: Situation to Improve or not change. -6 dustfall jars positioned uniformly change. NO SAMPLING around Baishi and Yongli Terminals NO,SAMPLING (Zhuzhou); -analyze for quantity of dust collected .______ during week; TSP: Situation to improve or not -1 day/ month; I time/day TSP: Situatlon to Improve or not change. -4 locations around the facility; change. NO SAMPLING -samples analyzed for TSP NO SAMPLING NO)SO2: Situation to improve or not -1 day/ month; I time/day; NO,,SO: Situation to improve or not change. - 4 locations around the facility; change. NO SAMPLING -samples analyzed for NO, 02 NO SAMPLING NOISE *1 day/ week; -1 day/week; SlItuation to Improve or not change. -morning and afternoon; -morning, afternoon, night; NO SAMPLING -5 stations at facility boundary; -5 stations at facility boundary; -annually 5% of ships to be Inspected at .0.5 hour duration each time. three sites on ship (by Shlps Insp. Adm) ._. FISt -eat hieshimun (belowr Dsundu): -1 location each within the urblD -t fish ladder; . -2 times per yoar; 8peci. and sections of Hongang and Zhuzhou; -2 tiems per year: spec. and quoantity presflent; and analysi, of -2 tines per yea^sr; 0o15 and . uanatity roseut;Iand analynia of .fioulr species of carp (2 fih each) iuenlity preent; aDd analii of fo spcie tpro (2 fmh ) . for Hg. Cd. As. Cr. Pb. Zn four speclsof GaZrp 2 fLab each) t9r Hg. Ca. As Cr. .Zb.,; f.r. H. gd. A . A. r. . .. ~~~~____________ _ _._ _ ___ _ .__A_.___iI|| N.s. l: --5, !'6 I -~~~>2 (recommended for construction period monitorng) pH BOD Ss petroleum NH.-N Hg Cd Pb Zn Cr (+6). A7pedix 4 - Size of Dredged Xmterials fr& 23 Shoals in Xiangjiag iIerC-2zziw) __ NOGr X E s J I &ain Size Sample Section "Nme . Nature of Rv"er - - - _Bed dmuc dai: do9 dso diD1 I . Yun sz Shoat Stl bPne __________.S.md. __l 2 lengeka Shoal 40 35 1.3 St.IA il 3 Sand aPebble 60 11 n.68 0.25 3~~~~~~~~~~~~ 1.9 1.4 0.64 Shallow Waterway G tChca ; . shoal 4 Yangjiayan Shoal Saod . _m IosI Pebble &Rock Edshoat rock 7 sol ebl&oc 10.1 50 19 0.26 iiiuoutra IFantign Shoat PeibblI & Rod SUW1 5 9 8 6liddle of Vaterny J gasu Shoal Rock & Pebbl. 3.7 0.36 0.16 40 < 0.1 25.3 - 13.0 Q. 20 Middle of waterway Yuzigang Shoat S=d & Pebble . 0.47 8.34 0.24 X+lv;v ~~~~~~~~~~~26.11 18.5 0.235 10 g Sh 40 0.1 2. l 8.M 5 . jd5 liid te of Waterway Wugsiiwaa Shoal Sand a Pebble 1;115 8.341 Q iS1S 11 _ Wanhu Shoal Ro nd Pebble b b 12 * .. lfils Shzoalt S Pebble & Rocl; | n9e2amgmga Shoat iSand Pebble & Ra:od.. |apengzi Shoal Sa|& Pebble I.e | _ } 15| 1 1 tO -t 8.1 F75.0 41.7 1.0 Near the Middle of is 80 ~~~~~~~~~~~~~~~0.1 f Sizu Shoal &Sand Pebble 16.0 0.34 0.15 Waterway halSig Shoat 1 Rock - I _ I - ~ta! ing ShoaL Rock I__'1 Seame Shoal Pebble & Rok 200 0.1 58.0 18.55 0.17 Midd-le of Waterway -~~~~~4~~~~~I1~~~~~~~ ~20 3. 0.3 19 40 .1 1iddlte of Waterwy kongzhoe Shoal Sand & Pebbte 0.82 0 0.40 l ukwShoal Sand a Pebble __ J 0.0 0.54 . 18 I Middle of Waterway I.1.-.___1 1 a 1| Shoat | Sand & Pebble | | 43 t 1? Middle of Waterway i 22 s8 11 I jiddle of Waterway cLoJi shoat Sau Pebble - .3 '.28 0.17 T. -'Shoe1 SId _-1_-_ t[Gv,ro~~~-,.._-.,_, _ Greiitg DiagCm of Gwms for GraiS fro e I & GI Lfl I I I 6.04 X 4._fl tT _=_ _i_ _ _ -Oz~~IO2 --45Q0_ 86E gO 9 { 0 *~~~~~~~Wih Nrenag -I MinoI G r i ii a Ctia Size ,&4 ||Sg - ¢ t [ I 4t it f-t--3{lit |4wiruillliEl4liTr l l go + a'O 'w ==4 -ES, v m t W t l t l l Z I Ml l t i l i tl ! N 1 Wi l l W Liti Blm Zll#L; s l t sI l L S S miR lt * |J + .srzrn r| l l+ sT l n lTa l :rr n rfi.r - 14 A ^il!l ; t .$mllfflllllllllllll! 0llLHllllllllll-HI- 40 59 60ltl 9! 9 - .F;l-141g.7MlltiWlfSlei&TLlt 11'17 41r~ ta GrallRl6S:l.tin M- a Sll i m I *- I r - ~ ~ t I: Mlii tiIIII Tr._ S f~~tit T ~~~~4. - - > -.1 -- u - - - ' 1.''- ' '' . - ' .'j :. :._.. _ -*-- . - .. . i; 4 . - . . . -. I _____ e _ ' ::* t-. - - - ~ ]fi~- _ Z : L i -I I I - I.-S 4 0 ' . .~~~~~~2 =6 = 0 .- _0 9.N l; 1 95E'; * radig Diagrm o Cutr for Grain Siw fro Y,az g ShOs1 7 samplel I.'~S - -~ ts rn aXt-me tX- -sampi. 2j __ oi . t ' , .. 1~~. . .. . ...s ..., t _I_ t _ _ I 4 t 1-[ __ I = - 1~- . -=-I ~~~~. Tfi , _,_ ..sX.4,__ =,,E _*___ = _ 5 23= _Ii4lf _ ..__._ ___ __ w # 0 ;oW ___________________ + -i---- - -~'--? - I-'-;- :r~ _________ _,__.,___ - hb!-_i----fi -'- - -- ,, . t . 4. -.- - 'z_ jc .J.4. Js4h...4 . t- *11s I.,- * i- . ;-- :- -. - >* ~ ~ ~ ~ ~ ~ ~ o M4E SR i~rina Vsreixag -is -- *-*;' S~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~' . 1 7.~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~U s o f o 2 I 41-11 4.,~~~~~~~~~~~~~~~~~~~~~~~*1 ~ 4 i~~~~~~~~~ ~ ~ ~~~~ ~ ~ ~~~~~~~~~~~~~~~~~ ... . .... , . V . . .. :.ff ,, ... ..ii~ . .~j7;i~U , ArlII, , .9... . .. F .. . .. . . .: , . , , ,,, , , . __.~~~~~~~~~~~~~~~~~~~~~~il;il tt1 1t ..:t_1-. -~ /60 0% J'O, 40 20 4/- 3 J-r 04 A,4 A,14 Av 0-0) O-Of P-V)-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ {;.,'- 2s,t 6 O0 - f .- .4 - 1 _ _ _ _ _ _ _~~~~~ ---1 ES- l vi ,-~~~ ~ C aI, ,x+$ ;4!,g j, ,i ____~-4 -t,, T: --~ z..1-z5-EY-n -' - -* m .;-=.t.-2 I i . :__~ _::-J _ _ ZUZ=K _ ).y :' rP?:. fl -t- -+-- =~.t-2 _s = -fi= g j = i. I ~~ *n i.~~*r* ,.-An. ;III It #4~~~~~~~~ zpI * fl ii I~~~:j:i4 ~~ .i.I*j ~~~~I1 A a.r 2 *1 Al A$ar- ~~~~~~~~~~~~~~~~~~4dA ~ ~ ~ ~ ~ N L -.¾ 4> P i *~ ~ ~ ~ ~~~~~~A . . Ct 002Ow 'I 2. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .. - ,~~~~~~~~~A ...1I7.- ~ - 7. ~. .. --gGgrDi oS t Gw f~~~f - . .-.. . . . . . . 1 __LLITL- -- I. : r _ __. =,I g.z == _ * ib V2;g= re X X I ' Ii Ii = i-'', ,>-.- -rrz _I.'_ -_4 4 t * . - -~ -: --. .-4- I}2 #Jtt- _s'.I & .'s J 9' t _ ~~~~~~4-t-- -.-Z- ...2§-:;-; | - -::-.Grading Digmu of CO o for Grai S&z fri Cemombou Shama *0 -. -. , , , o' Ir7 . F §.I I * ~ ~ . ZI|I-g_ fr~~~~~~~~~~~~~~-r .3~~~~~H f I 74~~~ I w= _t ML -~OA~i $Q - 0 t. !. . - e ' S j: 2T - ~~1'*4 1--1'|'- -...................... - :--I U ~~~~~~weight Pf= at to wrmi w _ - ' .i-- . . ,~~. -, :4_ ... . --- IH Gradinig Diagram of Curves for Gri S froms Cuosh Mhod- - I GIf " G=- I * ~ ~~ rJtt7 g-- *~~~: + gg_}0> -- - '--4><< R - i _ _.__ __~li__. B ~~~~~. - _ j, .i- :' =-= = .-.. ..f.,~. _____ ,, _ ~~~~~~I \ ,, * ~ ~ * - - _ - - *} -I -I - - - I -~ -' vA \ fl .- L~ ,,, .+tt . ___ __ ,_* §--* - ~ _r- _ _ _ -- *-** 5 0t 2t Lv 4U'1 *- 4'4 Wj-'Oit 70i ffi f fi( *'tt2l T~~~~~~~~~~~~~ ~ ~ ~ ~ ~~~~~~~~ -#& Et . ,. 1 i i C- . * - Appedix 6 Appecdix 6 Content Table of the Harmful un Elemeatin Slt on Sholas -~~~' (Co4ncautrati mgkg) Name GGin Content .(U) au Pb z| Cd Heg Cr As Guanrian <0. 063 '18.23 9.58 355.68 0. og oQ s L.3 .2 2IM .O63-0.125 65.38 - 8.6 .47.63 0.06 0.0072 1.4 3.0 ShoaI >0.125 678 9.02 30.28 0.07 % M L2 0 Fantimn <0. 063 16438 1708 335.68 0. 08 0.0on L 8 4.5 sol 0.063-0.125 95 61 UL64 $47.26 0.07 0.00Q L 4 & 6 >0..12 97.17 12.93 603 76 0.09 0. 00613 L 4 3.8 Yanpexmzi <0G 063 |48.S & 8 7S 1S6 5B O.06 . pO76 L 5 __9 Shoal O. 06. 325 43. 8B 7.65 103.88 0 06 O. aa71 L 4 &7 10 _ >0. ; M25L 10.77 U1121 Q 0.0079j 2 3.6 S :;azinen <0.063 12& 8 10.34 i3M86 0.08 0.W75 2.1 5.3 Shoal 0.0630.32 8& 7S 9.78 335.28 0.07 0.001 1.6 4.7 >0. 8_ . _35 _ _ 56 178 23 |0. 07 O.06 1 4 . 4.8 chenzhm <0 063 78.8 9.23 1378 0.07 0.0068 5.3 4.8 Shoal 0.06-0.;15 77.3 s.3 I8 26 . 0.07 006 50 4.1 >0.125 74.5 7.6Ei 1682 0.06 0.0 OM 4.5 3.7 Czshi <0. 063 l5 - 4.23 Ma5o 0 0. 0 0.0073 S.8 3.9 Shosl 0.060.125 5.S 3 577 1242 a 0.06 |.07 3S 3.2 I_____[ >0.125 6, 5 5 .12 117:8 0.06 1 0067 1 36 3.6 ____ I___ I ___ .__ i_1_i _ Appedix 6 Monitoring Equipment list for the Environment Monitoring ! Stations of liengyang and Zhuzhou LIST OF LABORATORY CAPABILITIES ITEM _ HUNAN PROV. ANGSHA HUZHOU ___ 1W=M"vANG S GC -1 ;) ci ~ ,-jJ EC2, |column . L, F IDE C DL) , (FcD, cD, ECD NPO) iJ~~~~is ______ ~~~MSD)(for March '95) (TD'ml'00)Lo; C~ l ocal (FID, ECD, : ... TCD)('mi1d'70's) .. ,._ ,. UV VIS local -('g4) local ('92) ,-Lo -czel I T), 44c (' : ' local ('84) local ('86) local __ __m __d_ __70__ __ | ._Fluoresence Hitachi MPF-4 (C84) No ph .TTTT_ Oil No Fofln (90) Lo.J ('6?) :eju. ( ?L) AAS (for metals) Hitachi 180-80 (flame Hitachi 8100 w CAo0 "; tter-$e f.cj J-8o AAbS with auto- sampler; (computerized, flame (lf,t AA S ';' no furnace; about 30 and GFAA, 10+ fArl,40'.erT s.J+ Zw'i'$9 metals) elements; auto. sampler A Z 5 - ato p/er oe ('.93). local (retired) Hg Analyzer Rigaku ('86) local ('84) 1eca ('p3 1 64W e C' ) ___ * _____ loal (8? _ j t'? ______,,__.__. 4 lCP (or metals) No Beckman 20 channel . 0 b simult. ('83 ) - - _.. Ion Chromatograph Dioxnex (conductivity local (cond. det.)C92) L. a ' 3 Idet rgo . DC . _ _ . _.' . L_ ,,: _ -' _' - ' tt~~~~~~~~~~~~~~~~~~~~~~~~~ ITE M HUNAN PROV. CHANGSHA ZHUZHOU IENGYANG 'Standard. Water Quality, pH yes yes '/eJ I BOo yes (1 Incubator) . y, yes (3 Incubators) 000 . . yes yes (14 simult.) Y.. bacteria yes. yes specific Ion electrode IF, Cl F F,cA - hardnes's t yes yes y .. alkalinity yes yes v S phenols yes yes (12 slmult.) cyanide yes yes (12 simult.) colour yes yes turbidity yes yes /) .7$ CN yes . yes SS yes yes Nl-13 N, N02-N, N03.N yes yes S fe --VeA' others Shlrnadzu Sedlmeter RS balances (0.0001 g); b4c" CQ) ( o.otol ) a 1000; balances (0.0001 microscopes, .r. g); several dissecting and stereo Olympus _______ _ microscopes ' . air sam,bllng eqp. i. . .... .. NOx 10 systems (combined Monitor.Labs 840 24hr P 4 /2 S , with S02) continuous + portable . systems . -. . . S02 Monitor Labs 885 continuous + portable TsP 7 systems numeroussystems S s Y Floating dust . no numerous systems ,'Jo n Nolse I 3 auto.rpcording for 1 hr.; automatic sampler for 24 -*A tf 0 If. f4&,-p/ev ,17e - .______________ Jap. brand ('1) hr. 1.2systems, A.,4j (c. . ,Mhr (C& ) t . , . , _ . _ _. - - - - - ... j . ,,. M~~ /' :03 g l- RiFmm. l-M - ~~~~~~~~~~~~~~~~~~at.wrvi 0 uaj - A.°:a -tbitoMSticn PA T . s i >~~~~~~~~~~~~~~~~~~~~~~~~~~~ise INSBLca:La)9 W-A ~~~~~~~~~~~~~~~~ AA LoctonR of EnvIrson _ . ar ivllriltorhig Points ot the , MHengyang Port ' th Hangyani port~~~~~~~~~~~~~~~~~~~ it II~~~~~~~~~~AI . ,,/ zi _\ X / 4 F s A + t t.t ~~~~~~~7 _; tr:lgatx nt_____0 , ) v . - 4k Atir MtorIng aticr m Un\v ale 6 ~~~~ us a.,, '".a I, . 0 _~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~r *- I A n ~~~~~~~~~~~~~zm L , Locatlons of EnvironI metal Monitoring Points oftoZhuzhou Poit s Xintangpu / 5X I~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~I CA-zh! 3'. The.Seclia Drawing of Water Quality Monitoring of tlve xiangjiang tH4engyang-Zhuzhou)