SOLOMON ISLANDS DOMESTIC MARITIME SUPPORT PROJECT SUPPLEMENTARY APPENDIX D2
Transcription
SOLOMON ISLANDS DOMESTIC MARITIME SUPPORT PROJECT SUPPLEMENTARY APPENDIX D2
SOLOMON ISLANDS DOMESTIC MARITIME SUPPORT PROJECT SUPPLEMENTARY APPENDIX D2 SAMPLE SUBPROJECT DOCUMENTATION: SIOTA A. SUMMARY FACT SHEET Province Island Location Project Population Estimates Existing structure type Existing condition Annual traffic (2008) Potential traffic (2008) Estimated traffic growth rate Type of improvement Estimated construction cost Estimated construction cost per head of population who benefit from reconstructed wharf. Environmental Category Major Environmental Issues Land Acquisition Required Central Nggela Pile, Florida Islands Siota Wharf Reconstruction 3,500 (Consultant’s estimate for 2008), in the Wards of North East Gela and North West Gela. Coral rock causeway and concrete wharf deck slab supported on coral gabions. Not in a useable condition None (not useable) (Consultant’s estimate for 2010) 3,372pax + 746 tonnes of cargo Pax: 3.9% p.a. Cargo: 4.3% to 6% (p.a to 2019) Demolition of existing wharf structure and associated debris Construction of new wharf based on Standard Wharf Design $788,000 $225 B None (refer to IEE) None (refer to text) 2 B. Supplementary Appendix D2 INTRODUCTION Below is presented a set of sample sub-project documentation for the sector grant to be made in respect of investment in wharf reconstruction/rehabilitation. The sample documentation refers to the proposed wharf site at Siota and includes: • Description of the sub-project; • Social and Poverty Assessment • Economic assessment The Environmental Assessment is presented in Section F of this document. C. DESCRIPTION OF THE SIOTA SUB-PROJECT 1. Site Specific Features This site is located at the northern tip of Nggela Pile Island at the northern end of Mboli Passage in the Florida Islands of Central Province. Siota is located at: • Longitude 60° 18’ 33” E • Latitude 9° 3’ 17” S This location has been selected for in-depth assessment. A site visit was made on 31 May 2008, by boat from Honiara. A further site visit was made on 11 June 2008. Tides at Siota are reported (marine chart 1713) to be: • MHHW 1.4m • MHLW 1.1m • MLHW 0.8m • MLLW 0.6m and are semi-diurnal. The tide was low during the first site visit, and high during the second site visit. It should be noted that, even at low tides, available depth is well above the measured LAT depths. The NTP places a HIGH Indicative Works Priority on this site. There is an existing jetty structure, comprising a coral rock causeway and concrete wharf deck slab supported on coral gabions. The causeway is severely eroded and collapsed, almost to sea level, and is only barely trafficable by foot. The coral gabions are badly collapsed and the wharf deck slab has settled and tilted towards its outer edge. The corners of the deck are broken. A small amount of coral boulders have spilled from the gabions and compromise water depth in front of the wharf. This causeway and wharf deck are in an unserviceable condition and are unsafe. To provide a clear site for construction of a new wharf structure, the existing causeway material, the wharf concrete deck and the underlying coral rock gabions will need to be demolished and removed. Supplementary Appendix D2 3 The demolished materials can readily be placed in a designated disposal ground in deep water within a reasonable distance from the site. The site is sheltered from waves from both the south-east and north-west quadrants. In particular, a barrier reef less than one nautical mile offshore from Siota to the north and northwest provides protection from waves from the north and north-west. The entrance to the harbour is about 600m wide and 14m deep, which is expected to be effective in attenuating incoming waves from the north-west. Very good shelter from south-easterly winds is provided by land mass up to 135m high. Shelter from north-westerly winds is not, however, available. The area enclosed by the barrier reef and the northern end of Mboli Passage includes quite deep channels, due primarily to scour effects from the tidal currents flowing along the Passage at every turn of the tide. The marine chart shows depths of up to 18m. However, distinct channels exist on both the east and west sides of the harbour, with a large shallow triangular expanse of shoal and dry ground occurring in the central area of the harbour. The east and west channels have a minimum width of about 60m on the west side (as measured from the aerial photograph), and at least 140m wide on the east side south of Siota. These channels are well delineated by non-lit navigation beacons. A pair of lead marks/lights previously existed to identify the alignment of the entrance channel (as shown on Chart 1713), and these will be reinstated within the forthcoming MIP2 Aids to Navigation contract. A series of soundings were taken during the second site visit, in the vicinity of the existing wharf, to assess the availability of adequate water depth at the wharf and on the northern and southern approaches to the wharf. At the front of the wharf, the depth of water was measured at 2.0m and continuing to rapidly deepen further out from the wharf. At 10m directly off the wharf, depth is 4.4m, and continues to deepen to 12m. North of the wharf, the water is typically shallow, rising gradually to the inside fringe of the main reef. Conversely, south of the wharf the depth of water starts at 3.8m deepening to 5.4m and more at a point about 20m south of the structure. This strongly suggests that the present alignment of the front of the wharf, approximately parallel to the beach and on a bearing of about due north, is not ideal, and a new structure should be aligned with the wharf face perhaps 20 degrees to the west of north. This would provide an improved approach/departure line for the design vessels, keeping in mind that vessels departing in a northerly direction need to steer to port immediately on leaving the wharf to navigate the main channel and avoid the inner fringe of the main reef. As demonstrated by the soundings taken during the second site visit, adequate depth for the design vessel will be readily available at this site probably no further than about 25m offshore from the high tide mark. This location has good shelter from both the south-east and the north-west, adequate depth and ease of access and navigability. Tidal currents flow through the Mboli Passage, possibly at 1 to 2 knots. These currents are unlikely to interfere with normal shipping operations into Siota. The configuration for a new wharf at Siota would follow the standard wharf design of a T-head structure of concrete deck on steel H piles, with a piled deck approach structure about 30 m in length. Mooring piles north and south of the wharf on the shore will provide for safe mooring of the Design Vessel. Erosion protection to the approach abutment will be needed, and Seabees 4 Supplementary Appendix D2 would be appropriate for this, if correctly designed and installed. Coral rock is not adequate for erosion protection in this instance. An existing copra shed, which is in very good condition, is located at Talihesosoga, about 500m south of Siota. This shed would also be suitable for temporary storage of other cargo. Improvements to the existing access between Siota and Talihesosoga is probably needed to facilitate access to this shed, and local labor could be engaged for this task. A new copra/cargo shed at Siota is therefore not required. Members of the local Siota community have suggested constructing the new wharf at Talihesosoga instead of Siota. This site was inspected during the second site visit, and was found to be unsuitable because of the need to remove large numbers of trees and mangroves from the potential wharf site. Consideration has also been given to siting the new wharf at Mboromole, on the western shore of the harbour directly across from Siota. This area includes a large village, and is understood to be earmarked for a new market shelter within the Community Sector Project. There is a collapsed wharf structure at Mboromole, and this was briefly inspected during the site visits. This wharf site has a number of shortcomings, which make it less suitable than Siota for a new wharf, including: • Access to the wharf from the land side is poor, and to improve this would require the removal of a number of mature palm trees and mangroves; and • Tidal currents flowing through the channel directly in front of this wharf are considerably stronger than at Siota, and are likely to interfere with safe berthing of the design vessel. For these reasons, Mboromole is considered to be less suitable than Siota as a site for the new wharf, based specifically on engineering considerations. Siota is considered to be a suitable candidate for selection as a preferred subproject and warrants further study. 2. Engineering Design for Maritime Infrastructure Subprojects This section is identical to the corresponding section of Appendix D1, and is not repeated here. D. Social And Poverty Assessment 1. Demographic Profile On July 31st 2008, a Social Poverty Impact Assessment Survey was carried out in Central Province to determine what possible impacts the rehabilitation of Siota wharf would have on local communities. The survey was carried out in two target groups living close to the wharf site: Siota Provincial Secondary school and Mboromole village. Siota is located on Nggela Pile (Small Gela). It is the only Provincial Secondary school in the Central Islands Province. The population of Siota school comprises 159 students and 17 staff. While more than 80% of the students attending Siota Secondary School come from within the Central Islands Province, a small minority come from other provinces. Some of the main villages surrounding Siota on Nggela Pile are Belaga and Salisapa. The school is also about a kilometre away from the CEMA copra buying centre at Niumara. There is a footpath that connects Siota to Supplementary Appendix D2 5 these nearby villages; Salisapa is about an hour’s walk from the school, Belaga, about half an hour and Niumara is just 10 minutes’ walk away. Mboromole is located on the opposite side of the channel from Siota. The village is spread along a one kilometre of white sandy beach on Nggela Sule (Big Nggela). It is one of seven villages in Boli District and part of the North Nggela ward as Siota. Boli District has a population of 5000 people. The population of Mboromole is reported to have reached 1,000. This is about 20% of the total population of Boli District. The dominant religion is Anglican. Out of the 96 households in Mboromole, 82 are leaf houses, of which 10 have timber walls and only four have corrugated iron roofing. In Siota, however, all of the houses, classrooms, dormitories, staff houses, kitchen and dining hall are modern style buildings with corrugated iron roofs. As a school, Siota has a different status from Mboromole. The school receives public funds from the National Government and aid donors to finance all its development, operations and activities to enable students to receive an education. Mboromole, in contrast, is a rural village where the people are responsible for their own livelihoods. 2. Economic Environment The rural communities around Siota are largely subsistence farmers. Their main forms of livelihood are agriculture and fishing, and every household is engaged in these livelihoods. Villagers grow mainly root crops, bananas, pineapples, ngali nut, vegetables and fruit trees including betel nuts largely for their own consumption, and surplus produce is sold for cash. Selling surplus from their garden produce is becoming an important source of family income. Cash crops are also grown, the main ones being coconuts and cocoa. A few families also raise pigs and chickens for sale and home consumption. Mboromole villagers also identified small-scale timber milling as an important income earner for a few families. Like most coastal dwellers, Mboromole villagers rely heavily on marine resources to supplement income from garden produce. Marine resources such as trochus and other shells used to produce certain body ornaments and the popular Malaitan shell money have proved to bring in much needed incomes for families. Fishing too is an important activity. Fish is an important source of protein in people’s diets and a high demand market item. Copra is the most important cash crop in North Nggela and the area around Mboromole is a leader in copra production on Nggela, with about 80% of families surveyed saying they were involved in copra production. Before the collapse of CEMA in 2001-2002, villagers sold their copra to the CEMA buying centre in Niumara, which is about 20 minutes by canoe from the village. However, since the closure of CEMA most producers take their copra to Honiara for sale to private exporters. Cocoa is ranked second to copra as an important cash crop. Villages along the Siota passage are important cocoa producing areas. Like copra, cocoa is sold to private exporters in Honiara. Communities around Siota have access to forest land which provides them with timber for sale. Seven out of the 96 households in Mboromole process timber for sale in Honiara. Timber production has an uncertain future, however, because the small size of the islands makes their forests commercially non-viable. The forests can only support small scale sawmilling and traditional uses of the forests. 6 Supplementary Appendix D2 In terms of retail businesses, there are three families that own home canteens, selling mostly food items. They get their cargoes from Honiara and these are transported by ships. One family in the village has a fuel business, selling petrol and kerosene. The majority of the working population is engaged in unpaid work in the subsistence agricultural sector. There are 13 people in formal employment who reside in Mboromole. Nine are in the private sector, one in government service and three are employed by NGOs. In Siota school, there are 17 teaching staff whose salaries are paid for by the National Government. The majority of people in formal employment in the surveyed communities work in the service sector. In summary, the sale of fresh and cooked food and betel nut are ranked first by Mboromole residents in terms of importance. Second are the cash crops, copra and cocoa. These are exported to Honiara by ship. Marine products and timber are lower down the scale, but marine products may increase with reliable markets as demand for this is likely to increase. Table D2.1: Summary of main source of income for families in Mboromole Item Sale of cooked food Fresh fruit, vegetables & other garden produce Betel nut Copra Cocoa Other marine products Timber Rank 1 2 3 4 5 6 7 No of families engaging in activity (%) 100 95 85 80 70 30 20 Source: Consultant 3. Service Delivery The people of Central Islands Province have a comparative advantage in terms of its close proximity to the national capital, Honiara. Services which are not available in the province are accessible in Honiara, such as banks, postal services, telephones, retail and wholesale shops, hardware stores, and police and justice matters. Women reported that access to the Central Market in Honiara is the main advantage for them. They can earn a bigger profit for their farm produce in Honiara compared to what they would earn at the village market or other markets in Siota school and Tulagi. For men, it is the ability to sell their copra and cocoa for higher profits to private exporters in Honiara as a real bonus. Freight costs too are comparatively lower because of the shorter distance between Siota and Honiara. Most of these services are also available in the provincial capital, so people have a choice of where they want to go, depending on cost and convenience factors. Many residents of Siota, Mboromole and surrounding villages make regular twice weekly trips to Honiara. 4. Key Issues Markets Women value the several market outlets available to them. For the village market, Mboromole women plan to have a proper market shed built so that they have a suitable place to display their sale items. The most common items for sale are cooked food, including bakery items. Villagers also sometimes sell seasonal root crops, vegetables and fruit, betel nut and fish. Supplementary Appendix D2 7 Water Supply and Sanitation Water supply and sanitation are both major problems in Siota and Mboromole village. The school and village rely on rainwater tanks for drinking. Out of the 96 households in Mboromole, only one household has a water tank and the same household has access to a private toilet. The rest of the villagers use the sea as a toilet. There are only three standpipes in the village where villagers go to collect water for other household needs. In Siota, there are several water tanks around the school but during long drought periods, they can also run out of water. There are two latrines over the sea which the students use, one for boys and the other for girls. Every staff house has a private toilet. Copra and Cocoa Buying Centre What is currently practiced is that all copra and cocoa are exported to Honiara. These are transported by ships. The cost of freight for a bag of copra or cocoa is $55/bag. Access to Education All villagers report easy access to primary education. There is a primary school both in Belaga and Mboromole. For secondary education, access is less easy, with approximately 80% of respondents reporting access to junior secondary levels and 40% to senior secondary level. Of the students that are able to move up to secondary schools from these communities, about 90% attend Siota Provincial Secondary School. These students board in the school for the rest of the school term and only go home during the official term breaks, in June and December. Belaga also has a community high school where students go to school in the morning and return home after class in the afternoons. The ability of schools to retain students is poor and completion rates are very low. Students either drop out or get “pushed” out of the system. The greatest barrier to retention is cost. The high fees imposed by schools have forced some to quit school because they cannot afford the fees. Other students are merely not interested to stay in school. This may be the result of the poor quality of education provided in many rural areas, where resourcing is a major issue; the low level of support from parents and guardians may be another factor. Others have merely been pushed out of the competitive system of education. At class 6 (end of Primary), Forms 3, 5, 6 and 7, students have to compete with others for a place in the next level. Many students fail to achieve the required standards imposed by the selection process. Space availability at Forms 6 and 7 levels are very limited, and this is a major contributing factor to low retention rates at the higher secondary levels. Health services Basic health facilities are accessible in the area. There is a Nurse Aid Post in Mboromole village. This is staffed by a single registered nurse. Other health services are close by, for example, the Area Health Clinic in Boronihaba which is accessible by road or canoe. It takes villagers one and a half hours to walk to this clinic or 20 minutes by canoe with outboard motor (OBM). In Salisapa, a Provincial Health Clinic is located there. This is also accessible by road (1 hour’s walk from Siota) or 30 minutes by OBM. In the provincial capital, Tulagi, there is a mini hospital. Tulagi is reachable by OBM and takes about an hour to reach. However, the presence of clinics has not guaranteed much needed health services. Service provision is poor. Factors that affect these services include lack of resources 8 Supplementary Appendix D2 and funds, and a chronic shortage of trained and qualified health staff. For example, the hospital in Tulagi does not have a doctor. It is difficult to attract qualified nurses and doctors to work in these centres because of poor resources and lack of facilities. Respondents surveyed reported that they consider the health of their communities and children as average. Common health problems are the high incidence of malaria, acute cases of respiratory diseases, and diarrhoea. These are likely to be caused by lack of proper sanitation, inadequate water supply and lack of education on health and hygiene of communities. Transport • Road: Road connectivity from one village to the other is limited. There is a road network from Mboromole to Boronihaba (Clinic) and from Siota to Niumara, Belaga and Salisapa, but the roads are in poor condition. • Air: there are no operational airstrips in Central Province. Anyone wishing to use air transport is obliged to travel first to Honiara. • Sea: The main form of transport is by sea. For travel to Tulagi, OBMs are commonly used. To travel to Honiara, people have the option of traveling by OBM or by ship. Most people prefer to travel by ship because it is cheaper (compared to the cost of fuel for OBMs), safer, and has plenty of space for carrying produce. The sea traffic between Honiara and Siota or Mboromole is very busy. Ships operating services between Honiara and Malaita often call in at Siota or Mboromole to drop off/pick up cargoes and passengers. North Nggela people are well served by ships which often make stopovers in three different places, Niumara, Siota and Mboromole. 5. Existing Wharf Both Mboromole and Siota have wharves that are completely derelict. Residents in these areas said that both wharves did not last very long, only two or three years at the most. They deteriorated very quickly because they were located in places which were exposed to strong currents. The design of the wharves was another contributing factor, according to local residents, making them susceptible to erosion caused by strong currents in the channel. 6. Local Demand for Wharf All those surveyed expressed a high demand for a wharf. There are three available wharf sites that communities have identified: Siota school wharf, Mboromole village wharf and Niumara. These three sites are within reach of one another, Siota and Niumara on the same side of the channel about 10 minutes walk from each other and Mboromole, on the opposite side of the channel about 15 minutes by canoe. Mboromole and Siota are existing wharves although neither are any longer in use. Niumara has not had a wharf before, but there is a copra shed on the site built by CEMA which is no longer used. The building of a wharf here would require clearing of some bushes which may pose some environmental challenges. In terms of shipping, all three sites are used as ports of call. Although there is no strong opposition to any particular site, Mboromole villagers prefer the wharf to be on their side of the channel, while Siota school staff and students and surrounding communities expressed an interest to have the wharf on their side, but located outside of the school boundary, i.e. at Niumara. The main reason is that public access to the wharf may be limited because it is within the school boundary. Inflow of people to the wharf may also cause disturbance to the school and pose risks to school properties. Supplementary Appendix D2 9 However, this does not mean that the Siota site is ruled out completely. If the subproject finds the Siota site to be the best from an engineering or environmental point of view, then informants said they would have no strong objections to this location and would accept the decision. The most important priority here is to rebuild a wharf for North Nggela and where it is located does not really matter, as the sites are very close to each other. Informants expressed the view that having a wharf is a sign of positive development and national progress, and government and donors must therefore give priority to such infrastructure development. In particular, they saw the presence of a wharf as enhancing rural livelihoods and sustainability. From their past experience of the two previous wharves, informants observed that use of these wharves lasted only about two or three years. This time the communities want to see a wharf that will last and that people can enjoy using for many years. They want to be assured that the design of the wharf will be of international standard. 7. Local Demand for Shipping Services There is a high demand for shipping services, particularly for the route between Honiara and Siota. The close proximity of Central Province to Honiara makes daily commuting possible. The main commuters are market vendors, copra and cocoa producers, timber producers and other people wishing to visit friends and relatives who work or attend school in Honiara. Social visits are gaining momentum, especially among women. Traveling to school, seeking medical attention, and attending religious events and sporting activities are also important reasons for using shipping services. One of the key informants in Mboromole village reported that for every trip the MV Renbel makes to Mboromole, the number of passengers boarding the ship is no less than 50. 8. Existing Shipping Services The communities rated the frequency of current shipping services as very good. Three ships calling in per week is more than adequate to serve their existing needs and demands. In terms of reliability of services, the number of people who said that current services are reliable is significantly more than those who disagreed (60% to 40%). In the final analysis, it is possible to say that some ships serving the areas have reliable schedules. The major concerns with the existing services are the cost of freights and fares and to some extent the safety of ships. In comparison to Malaita passengers, Siota or Mboromole passengers pay $80 for fares and Auki passengers pay $100. This is a major source of dissatisfaction. It was felt that the Honiara–Siota distance is too short to justify the amount of $80. On the other hand they said that the Auki fare is small compared to the distance from Honiara–Siota–Auki. Shipping service users want to see this reviewed under the current subproject. The second major concern with cost is to do with the practice of charging freight for personal belongings. Freight charges such as $20 per bag of rice and $10 for a carton of mixed goods are deemed to be a huge cost burden for passengers. The safety of vessels is another concern. Informants reported that most of the time ships are overcrowded to the point where moving around is impossible. The conditions too are often filthy. No one seems to be responsible for general cleaning and maintenance of facilities on board, especially the toilets. 10 Supplementary Appendix D2 In terms of speed there is one ship that is regarded as too slow. Most ships make the journey between Honiara and Siota within four hours, but MV H Noda takes seven hours to travel the same distance. This is regarded as slow. But to compensate for the slowness, the H Noda offers slightly cheaper fares, $70 compared to $80 for others. 9. Willingness to Pay The communities surveyed expressed their willingness to pay increased fares if shipping services are improved to be reliable and safe. Value for money is an important consideration. 10. Expected Benefits and Impacts to the Poor It is estimated that the population that would benefit from the rehabilitation of the wharf is around 6,000 people. This comprises farmers, fishermen, business people, those in formal employment, market traders, people visiting relatives in Honiara and those attending a variety of religious, recreational and sporting activities. Informants expressed the view that the numbers of people who would make use of the wharf would increase significantly over time with increased economic development, partly stimulated by the presence of the wharf. The consultations reveal a number of benefits which communities expect to receive from the wharf: (i) Increased opportunities for generating incomes for families. This can happen in a number of ways: • Farmers will be motivated to increase copra, cocoa and timber production; • Access to more market outlets, from the village market, Siota school market, Tulagi and Honiara central market; • People in the community can also earn income through casual employment such as assisting schools to load/unload cargoes; • During the reconstruction stage, people in Mboromole, Siota and surrounding areas within the entire district can seek employment with the construction company. They have clearly expressed the view that labor should be recruited locally unless there are jobs that local people are not able to do. There are four people from this area who were former employees of the company that built the main wharf in Honiara. These people have expressed strong interest in being recruited again. There is also preference for both men and women to be employed during construction or maintenance. There is no strong opinion whether employment contracts should be awarded to groups or individuals; the thinking is that the nature of the job will determine which is the best approach to take, but awarding employment contracts to groups would benefit more people than individuals, so wherever possible this option should be given first priority; and • All of the above will have direct benefits for everybody, including the poor. These opportunities will create increased income. A healthy income can potentially improve living standards of poor and vulnerable groups. Supplementary Appendix D2 (ii) 11 Other benefits will include safer handling of cargo. Cargo losses and damage is one of the major problems resulting from a lack of wharf infrastructure. The method of using small boats to load/unload cargoes and passengers is risky and uncomfortable. Having a wharf would reduce risks of injury to people and damage/losses to cargo. It would also reduce the risk of injury of those engaged in the difficult job of loading/unloading heavy cargo from small craft onto ships – a task that can be highly hazardous in rough seas. (iii) Using a wharf would make loading/unloading cargo and boarding/disembarking from ships faster and more efficient, helping to reduce travel time. (iv) Increased shipping services will encourage more inter-island movement of people. Women’s mobility will increase for social and economic reasons. Currently men’s use of shipping services is higher than women’s and more oriented towards business activities. But as shipping services continue to improve, women’s needs to move around will correspondingly increase. (v) Another benefit of the subproject would be the participation of communities in national development. Communities would directly participate through contributing resources, labor and time to the construction of the wharf. Community participation is paramount in enhancing a sense of community ownership. The communities in Mboromole and Siota have pledged that they can contribute such resources as timber, white sand and white gravel. They expressed strong interest in contributing unskilled labor as well as some skilled labor such as brick layers, welders and pile and crane operators. 11. Potential Negative Impacts and Risks The communities in Mboromole and Siota unanimously agreed that the benefits of having a wharf outweigh any potential negative impacts. A problem highlighted during the discussion is the fact that communities close to the wharf site would be more exposed to social problems like youth drinking, prostitution, teenage pregnancy and the risk of STDs and HIV/AIDS. The other concern is with the location of the wharf within the school boundary. The security of school property and students is the major issue here, especially with the likely increase in people traffic. Excessive noise levels are also a concern. There is also the fear that public access to the wharf may be limited. This will be seen as unfair to the general public. Therefore villagers suggest that if the wharf is designed for semicommercial operations, then an alternative site should be looked at outside of the school boundary. The community in Siota wants to maintain the beach that has formed alongside the wharf area. That beach has served as landing site for canoes and for recreational purposes. Another issue is that without proper road network and storage facilities, the proposed wharf will be under-utilized. Thus the communities have recorded their interest for the subproject to look at putting in place support infrastructures such as roads and storage sheds. These would maximize use of the wharf to full capacity. A wharf without these supporting facilities cannot realize its full potential until these are in place. Some cargo owners have expressed concern with the current practice of using private homes to shelter cargoes from wet weather. This often causes overcrowding and interferes with private space for families. 12 Supplementary Appendix D2 12. Community Strategies for Mitigating Possible Problems Some ways which the communities have identified to mitigate the problems and concerns expressed are: To relocate the wharf outside of the school boundary. The alternative site suggested is Niumara which is 10 minutes’ walk from Siota school boundary. There is a road network linking Niumara to the school and to Belaga and Salisapa. Water is also available in Niumara. Another suggestion is to put a fence around the school so that the public may not wander into the school compound. With social problems, it is acknowledged that these are difficult to manage. But in every village there are committees made up of chiefs and village elders who are responsible for overseeing the peace and order in communities. These committees have been identified as possible forums for addressing problems/issues should they arise in the course of wharf reconstruction or in the post construction period. Rules and regulations can be devised to guide behavior of people. These village committees should look into come up with certain regulations to control people’s behavior. Environmental impacts should be managed by an Environmental Management and Monitoring Plan which will be devised by the sub-project. The design of the wharf should ensure that the existing beach adjoining the derelict wharf at Siota is maintained as people specially requested this. Siota and Mboromole have beautiful seafronts which must be protected as they can become potential tourist destinations in the future. Another social control measure is to restrict the employment of laborers on the construction of the wharf to local residents only. This would have the added advantage of locals earning income and control the number of outsiders entering into the communities. Outside employment would be restricted to technical skilled jobs only that cannot be filled by locals. Communities must also seek assistance from NGOs and other civil society groups to conduct HIV/AIDS prevention and other health awareness programs in communities. This will hopefully minimize health risks and inform people of preventative measures. Communiites agreed to the use of MOUs for ensuring community support in terms of site access, resource contribution and recruitment issues. 13. Resettlement and Land Issues In the Siota and Mboromole areas, there are no settlers. The villages are located on customary land that is communally owned so every resident has an attachment to the land. The three proposed wharf sites are located on land that are owned by family groups and where these families have given permission for putting a wharf. In all three sites, there will be no new land acquisition required. Siota and Mboromole already have wharves. Niumara has a CEMA copra shed. The only requirement is for renewed negotiations to be conducted with identified Supplementary Appendix D2 13 landowners. The communities have agreed to establish MOUs for land agreement and participation in construction work. In every case there are no disputes over ownership as everyone is clear about who owns these land. In the case of Siota, the land is leased by the Provincial Government for the school. Resources will also have to be negotiated with landowners. These negotiations are necessary to avoid any potential disputes, but communities have given their full support for the construction of a wharf in whatever site is deemed suitable by the subproject. Communities have pledged their assurance that they will do their best to facilitate the smooth running of construction work. With regards to the issue of relocation, the community does not see a need for any relocation of families to happen as no one is living close to the proposed sites. 14. Conclusions The subproject will bring about a number of potential benefits to the population of more than 6,000 people in North Nggela ward. These benefits are very similar for the other subproject sites in the other provinces which include potential to: Stimulate economic growth and business activities in North Nggela communities; Increase income earning activities for families through the provision of increased market opportunities; Improve inter island shipping services; Make handling of cargo more efficient with the resultant benefits of cost and time saving; Enable safer, faster and more comfortable boarding and disembarking of passenger which will particularly benefit the sick, elderly and disabled, pregnant women and young children; Engage in direct employment for local people in wharf rehabilitation and maintenance activities; and Improve access to shipping services for communities which will stimulate mobility for social and religious purposes. Key social issues that will need to be considered during subproject design and implementation include negotiations with landowners of the wharf site and resource owners, and to negotiate agreements in the form of MOUs with landowners so that work can progress undisturbed. HIV/AIDS prevention and general STD awareness strategies are important to mitigate potential risks associated with greater exposure resulting from increased traffic through the area. Assistance to deal with awareness strategies will be sought from NGOs and other civil society groups. In relation to shipping services, improvements in reliability, comfort and safety were ranked most highly by the community. A review of fares and charges, particularly of charges on personal cargo, would be welcomed. At the same time, the community expressed willingness to pay increased fares if the quality of service was significantly improved. 14 E. Supplementary Appendix D2 ECONOMIC APPRAISAL OF MARITIME INFRASTRUCTURE AT SIOTA 1. Introduction Many of the wharves used by domestic maritime transport in the Solomon Islands are in poor condition or unusable. While domestic maritime transport can generally function without fixed infrastructure, significant penalties in operational efficiency and safety apply in such conditions. Furthermore, the deteriorated state of the existing infrastructure and the efficiency losses entailed preclude a more consistent servicing of the wharf. As a result, economic development from increased commerce is constrained and the natural and labor resources of wharf’s hinterland are underutilised. In the specific case of Siota, the wharf has been unusable for some years, and cargo handling is by lighterage. In this context, “lighterage” refers to the practice of using canoes and/or dinghies to transfer goods and passengers between ship and shore. 2. Methodology and Approach This Appendix presents the economic analyses for the representative subproject in Siota, Nggela Pile Island in the Central Province. The analysis undertaken is accordance with the Asian Development Bank’s (ADB) Guidelines for the Economic Analysis of Projects (1997). The economic analyses of the subproject components include the following (where appropriate): • Demand of shipping services analysis based on historic trends and traffic forecast; • Estimated subproject cost analysis, in economic prices, based upon a standard design, unit prices, and quantities for all the subprojects in overall Project, inclusive of mobilization and demobilization costs, and cost contingencies; • Determine the economic feasibility of the representative subproject, i.e. whether the subproject’s economic internal rate of return (EIRR) exceeds the economic opportunity cost of capital (EOCC); • Sensitivity analysis to determine the subproject components’ sensitivity to adverse changes in conditions; and • Distribution of subproject costs and benefits to determine the poverty impact ratio of the subproject. 3. Analysis General Assumptions The following general assumptions were used in the analysis: • All costs are expressed in 2008 constant prices; • An average exchange rate of SD$7.7011 per US$1.00 is employed when converting foreign exchange costs to local currency equivalent; • Economic costs of capital works and annual operation and maintenance are calculated from the financial cost estimates of the technical team, adjusted to allow for transfer payments and to correct for any other market distortions; • Price contingencies and interest during construction, as a result of any debt financing, are excluded, but physical contingencies are included because they represent real consumption of resources; Supplementary Appendix D2 15 • Taxes and duties are excluded because they represent transfer payments; • The Standard Conversion Factor is assumed to 1.0, hence, it is equal to the Shadow Exchange Rate Factor. • The economic opportunity cost of capital (EOCC) is assumed at 12% in real terms; and • The subproject is assumed to have useful engineering design life of 50 years; however, given that extreme length of time and potential socio-economic uncertainties, the analysis period has been limited to 30 years. 4. Nggela Profile and Framing the Analysis Central Province consists of three geographically separate parts: the Russell Islands, the island of Savo and the Nggela, sometimes spent Gela, and also known as the Florida Islands. The proposed wharf at Siota would benefit only parts of Nggela. Siota is situated at the northern end of the Mboli Passage, which separates the islands of Nggela Pile and Nggela Sule. It is at the site of Siota Provincial Secondary School, in Nggela Pile, and immediately opposite the village of Mboromole, in Nggela Sule. Discussion with shipowners has revealed that the ports served by ships passing through the Mboli passage are Siota, Mboromole and Taroaniara. The proposed wharf is expected to replace the lighterage operations at both Siota and Mboromole. The wharf is expected to benefit people living on or near both sides of the Mboli passage, in parts of the wards of North West Gela (sic) and North East Gela. People living in South West Gela and South East Gela may also benefit, but they are generally closer to the Church of Melanesia shipyard and wharf at Taroaniara. Table D2.1 displays the 1999 populations in the expected beneficiary wards. This totaled just nearly 3,000 people in 1999, and can be estimated to have increased to around 3,500 by 2008. Table D2.1: North East and North West Gela: Population by Ward 1999 Ward North East Gela North West Gela Total 1999 Pop 1,567 1,375 2,942 Source: 1999 Census The main town and government of Central Province is located on the island of Tulagi, in Nggela, which is accessible by OBM and has an agency of the Bank of the South Pacific, an ANZ ATM and various other services. Honiara is also quite close, is accessible by OBM during good weather and also by shipping services, and offers a much wider range of services and access to Central Government. Proximity to Honiara provides the population of this area with a significant comparative advantage in respect of marketing of fresh or perishable foodstuffs such as fish, leaf vegetables and betel nuts, although the lack of a wharf is an significant impediment. Useful information is provided in the Solomon Islands Smallholder Agriculture Study1. It is reported that: 1 Solomon Islands Smallholder Agriculture Study, Ausaid, January 2006. 16 Supplementary Appendix D2 • The principle staples grown are pana, sweet potato and yam; • For people with good access to Honiara, the marketing of fresh produce is of equal or greater importance than copra production as the main source of income; • Land use intensity for subsistence gardening is low, implying that there is land available for agricultural expansion; • Attempts to introduce rice production have not been successful; • Smallholder cocoa production takes place in the Mboli passage, where there are two or three fermentaries and drying units; and • Chainsaw milled timber is sold by small producers on both sides of the Mboli passage. Production is said to be about 3 m3 per household per year. 5. Economic Costs For the economic analysis, the financial costs of wharf construction have been estimated based on the engineering design and realized costs for similar recently constructed structures in the Solomon Islands. The economic costs of the project have been assessed by removing duties and other taxes on imported materials, and on construction, operations, and maintenance activities from the financial costs. All costs are in the domestic currency, Solomon Islands Dollars (SI$) and are in 2008 constant dollars. In theory, the shadow exchange rate (SER) should be applied as a means to transform financial prices into economic prices. The SER can be calculated by applying the shadow exchange rate factor (SERF) to the official exchange rate (OER), and in an environment where taxes are the only distortions to the exchange rate, the SERF can be approximated using the following formula: SERF = 1 + Net trade taxes = 1 + (import taxes – export taxes) Total trade (value of imports + value of exports) According to official data on Solomon Islands in 2007, the revenue from export taxes on logs was approximately equal to the total revenue from import taxes, giving a SERF of very close to unity. Thus, a SERF of unity has been assumed, which reflects an undistorted currency exchange market. Since the cost of unskilled labour is only a very small component of the total capital cost of a representative wharf; a shadow wage rate factor has not been applied to unskilled labor. The effect of the above capital cost assumptions makes the economic cost of wharf construction equal to the financial cost. The estimated capital cost of implementing this subproject is SI$ 6,069,656, exclusive of contingencies. The cost breakdown is given in Table D2.1. Supplementary Appendix D2 17 Table D2.1: Capital Cost Breakdown (SI$) Component Preliminaries Civil Works Environmental Social Total Economic Cost Foreign Local Total 2,290,478 574,411 2,864,889 2,020,653 1,121,198 3,141,851 13,477 34,655 48,132 0 14,784 14,784 4,324,608 1,745,048 6,069,656 Source: Consultant’s calculation The Preliminaries cost component entails many of the financial costs of tendering, mobilizing, and demobilizing an international contractor to the Solomon Islands to undertake the implementation works, as well as moving such equipment within the country from site to site. This cost component on a per subproject basis could be reduced if more subprojects are actually implemented than are initially planned2. The Civil Works component is inclusive of the materials, equipment, and labor required for implementing a representative subproject as per the preliminary engineering design. The cost to accommodate design measures to allow for sea level rise are minimal, expected to amount to about SI$ 13,000 per subproject, and has already been included in the costing. The Environmental Cost is the cost of monitoring as described in Supplementary Appendix I. The Social Cost is the cost of social measures as shown in Appendix 4. As the Consultant is aware of the availability of a copra storage shed close to the wharf site, it is assumed that no additional infrastructure is provided. Each subproject is estimated to require approximately one month for mobilisation and two months of construction time, once initial mobilization of the contractor to the Solomon Islands has commenced. The subprojects have been intentionally designed to minimize required wharf structure maintenance and associated costs. However, it is acknowledged that no structure will be maintenance free. Therefore, the following maintenance costs have been estimated and included the economic analysis of the thirty-year project life as illustrated in Table D2.2 below. It has been estimated that such costs will be incurred at ten-year intervals, namely Year 10 and Year 20. Table D2.2: Maintenance Costs (SI $) Component Fenders Bollards Deck Concrete Pile Screens Total Economic Cost 138,250 9,240 37,347 13,983 198,820 Source: Consultant’s calculation 2 Initial calculations have envisaged that a total of nine subproject wharves will be constructed over a twenty-month duration. 18 Supplementary Appendix D2 Other forms of maintenance to the shoreline or the causeway are assumed to be the responsibility of the local community stakeholders or provincial government. Such work, if necessary, should only require local materials and labor and should be of low cost and easy to repair. 6. Traffic Forecast and Benefit Estimation The benefit of restoring the wharf at Siota will take the form of: • savings in ship time and cargo handling costs, • claims arising from cargo damage, • reduction in accidents and injuries from boarding and discharging passengers as well as cargo through current “lighterage” types of operations, • induced economic activity from greater access to shipping from the wharf and more consistent and frequent calls by interisland shipping services; and • socio-economic benefits associated with greater access to health and educational facilities. As briefly noted above, Siota lies on Mboli passage, a narrow protected channel between Nggela Pile and Nggela Sule. The most direct route between Honiara and Auki, the capital of Solomon Islands’ most populous province is through the said passage, and as a result a large number of ships pass through. As a result a large number of ships pass close to Siota. Ships which have been mentioned in this context include: Belama, belonging to Malaita outer islands shipping: Salia, belonging to Maofaita Shipping; Renbel, belonging to RenBel province; various small wooden ships belonging based in Langa Langa, Malaita; the Southern Cross, belonging to the Church of Melanesia; and various smaller ships. Estimating the volume of traffic is difficult, both because of the large number of ships with the opportunity to pick up cargo and passengers while passing, and also because, at least when the weather is good, Honiara is accessible by OBM (canoe with outboard motor). Nevertheless, the consultants have estimated that some 3 ships going in each direction per week stop at Siota or Mboromole to discharge or load passengers and/or cargo, and have assumed that a wharf constructed at either location would capture the whole of the traffic. Furthermore, the typical volume and composition of cargo and passengers handled has been estimated based on interviews with shipowners. Unusually, our base year shows an imbalance between inward and outward passengers. This occurs because Siota is easily from Honiara by OBM. Thus passengers may travel to Honiara by ship, in order to accompany their cargo, but after selling their cargo, may choose to take the first available OBM ride back home. Table D2.1: Siota/Mboromole Traffic, 2008 Import cargo/yr (tonnes) 234 Export cargo/yr (tonnes) 515 Inward Passengers/yr 1,872 Outward Passengers/yr 3,120 Source: Consultant Note: Import cargo is cargo imported into Siota/Mboromole, and export cargo is exported from Siota/Mboromole. Use of these terms does not imply international movements. Similarly inward passengers are disembarking at Siota/Mboromole and outward passengers are disembarking. Supplementary Appendix D2 19 The number of passengers may seem high in relation to the region’s population, but it should be noted that Siota has a major secondary school and that the distance to Honiara, the nations capital, offering many services and a good market, is relatively short. The basis for projected traffic passenger volumes is projected growth in population and per capita GDP. Using the following relationship: Vx = V0 x (Px/P0) x (Gx/ G0)e Where: Vx and V0 are passenger volumes in years x and 0 respectively; Px and P0 are populations volumes in years x and 0 respectively; Gx and G0 are per capita GDP in years x and 0 respectively; and e is the elasticity of demand for passenger transport. In practice: (Px/P0) = (1+ΔP)x where ΔP is the annual population growth rate; and (Gx/G0) = (1+ΔP)x where ΔG is the rate of growth in per capita GDP. Passenger transport has been assumed to be a superior good, with an elasticity of greater than unity, and a value of 1.1 has been assumed. Given the recent conflicts and state of affairs in the country, no official up to date population forecasts have been ascertained. However, the most frequently quoted national population growth rate is 2.8% per year, and this rate has been assumed for the next decade. There are various figures for national annual GDP growth rates, ranging from 10% in 2007, which has been generally recognized as being attributable to an unsustainable rate of logging, to predictions of a decline in per capita GDP growth, implying a national GDP growth rate of less than 2.8%, in the near future. In consideration of this range and the various figures, a low biased conservative median national GDP growth rate of 4.5% per year has been assumed, implying a per capita GDP growth rate of 1.65% per year. For the purposes of Nggela cargo projections, a population growth rate of 2.1% per annum has been adopted. Applying the said population growth rate to the estimated per capita GDP growth rate of 1.65% per annum gives a local GDP growth rate of 3.78%. With respect to cargo imports, an elasticity of demand to GDP of 1.00 has been assumed. Thus, the rate of import cargo traffic growth has been assumed to be equal to the rate of local GDP growth. Given the very low volumes of cargo currently being handled, and the undoubted benefit of having a wharf provided, it has been assumed that having a wharf to facilitate the shipping of products will enable the volume of export products, other than timber, to double over the decade following construction of the wharf. Table D2.5 illustrates the resulting forecast of traffic through the proposed Siota wharf, before consideration of any capacity constraints. 20 Supplementary Appendix D2 Table D2.2: Forecast Traffic between Honiara and Siota, 2010- 2029 Year 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 Year 2036 2037 2038 2039 Passengers Inward Outward 1,872 3,120 1,946 3,243 2,023 3,372 2,103 3,505 2,186 3,644 2,273 3,788 2,362 3,937 2,456 4,093 2,553 4,255 2,654 4,423 2,759 4,598 2,868 4,780 2,981 4,969 3,099 5,166 3,222 5,370 3,349 5,582 3,482 5,803 3,620 6,033 3,763 6,271 3,911 6,519 4,066 6,777 4,227 7,045 4,394 7,324 4,568 7,613 4,749 7,914 4,936 8,227 5,132 8,553 5,334 8,891 Passengers Inward Outward 5,545 9,242 5,765 9,608 5,993 9,988 6,230 10,383 Cargo Imports Exports 234 515 243 515 252 551 262 587 271 622 282 658 292 694 303 730 315 766 327 802 339 838 352 874 365 874 379 874 393 874 408 874 424 874 440 874 456 874 474 874 491 874 510 874 529 874 549 874 570 874 592 874 614 874 637 874 Cargo Imports Exports 661 874 686 874 712 874 739 874 Source: Consultant Note: “Inward” or “Imports” denotes movement from Honiara to Siota. “Exports” denotes movement from Siota to Honiara. Outward” or With respect to cargo handling costs and time alongside, the key inputs are cargo handling rates and ship time costs. In this regard, the authors of the STABEX Report produced a useful table, shown below. This has been reviewed in concert with the STABEX data, and the cargo handling rates have been accepted as valid and updated to 2008 operating costs. For the purposes of updating, a 10% inflation rate has been assumed between early 2007, the date of the STABEX data, and mid-2008. An exception to this rate has been made in the case of generator fuel, where today’s diesel price has been inserted. Supplementary Appendix D2 21 Table D2.3: Cargo Handling Rates and Ship Time Costs, 2007 Assumed Cargo Handling Rates Copra handling Tonnes/hr - without wharf General goods handling Tonnes/hr - without wharf Copra handling Tonnes/hr - with wharf General goods handling Tonnes/hr - with wharf 5.4 4.0 7.8 8.0 Representative Ship Name Neptune Gale LoA 56 metres Crane 5 Tons SWL Yearly estimated maintenance costs – SI$ 228.000 Dry dock every 4 years – SI$ 190.000 Capital cost – SI$ 2.850.000 Cost of Ship's Time (SI$) Salaries/day Generator Cons: 100 litre/day Food: ten crew Lubricating oil: 20 litres/day Water: 250 litres/day Administration costs/day Maintenance costs/day Capital amortisation cost Interest costs Overheads Daily cost in Port STABEX 2007 800 500 200 420 Consultant 2008 880 1,200 220 460 50 250 755 781 937 500 55 275 830 859 1,031 550 5,193 6,360 Source: STABEX (Annexe 4.8) and Consultant It is understood that Dreamtime Shipping, operating on the Makira – Honiara route, incurs a cost of SI$250,000 per year in paying for lost and damaged cargo on approximately 100 round trips per year. This is equivalent to some SI$19.20 per tonne of cargo carried. While not all such costs are due to lighterage, it seems certain that lighterage is the cause of the most significant cargo losses. Taking this further, it has been assumed that 90% of these losses would be saved, giving a saving per tonne of cargo carried of SI$17.30. It has further been assumed that the same per tonnage saving can be applied to other routes on which lighterage is currently practiced and where a wharf is assumed to be built, including the route to Siota. The authors of the STABEX report identified savings in cargo handling costs resulting from use of a wharf. However, the main ship owner serving Makira Province, Dreamtime Shipping, uses the ships’ crews to handle goods between the ship and the beach, and it seems unlikely that the cost of moving goods from the beach to a vehicle or warehouse is greatly different from that of moving goods from a wharf. Therefore, it has been assumed that cargo handling cost savings, 22 Supplementary Appendix D2 to be taken up in the ship time savings, already include crew cost. The same assumption has been applied in respect of Siota. The calculation of subproject ship operations benefits under the above assumptions is presented below. Additionally, it should be noted that: • In calculating time alongside, an assumed working day of 12 hours has been applied. Thus, the daily tonnage handled equals the hourly cargo handling rate multiplied by 12; and • A maximum berth utilisation of 70%, or equivalent to 256 days/year, is assumed. Achievement of this level of utilisation with a single berth would require some degree of coordination between ship owners, or a single ship owner owning most or all of the ships using the berth. In practice, the wharf utilization at siota is projected to be very low, so the above capacity constraint does not apply. Table D2.4 below illustrates the calculation of subproject ship operations related benefits under the above assumptions. Table D2.4: Estimation of Net Shipping Operations Related Benefits Year 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 Cargo Claims (SI$/yr) 12,384 14,915 15,087 15,299 15,491 15,702 15,932 16,163 16,393 16,643 16,892 17,161 17,430 17,718 18,025 18,332 18,639 18,985 19,311 19,676 20,041 20,425 20,828 21,251 Before Induced Ag Without Wharf Time Cargo Alongside Time Cost Total Cost Claims (days/yr) (SI$/yr) (SI$/yr) (SI$/yr) 11 71,962 84,346 1,238 13 85,242 100,157 1,492 14 86,434 101,521 1,509 14 87,892 103,191 1,530 14 89,217 104,708 1,549 14 90,674 106,376 1,570 15 92,264 108,196 1,593 15 93,854 110,017 1,616 15 95,444 111,837 1,639 15 97,167 113,810 1,664 16 98,889 115,781 1,689 16 100,744 117,905 1,716 16 102,599 120,029 1,743 16 104,587 122,305 1,772 17 106,707 124,732 1,803 17 108,827 127,159 1,833 17 110,947 129,586 1,864 18 113,332 132,317 1,899 18 115,584 134,895 1,931 19 118,102 137,778 1,968 19 120,619 140,660 2,004 19 123,269 143,694 2,043 20 126,052 146,880 2,083 20 128,967 150,218 2,125 With Wharf Time Alongside Time Cost (days/yr) (SI$/yr) 7 43,399 8 52,338 8 52,934 8 53,663 9 54,325 9 55,054 9 55,849 9 56,644 9 57,439 9 58,300 9 59,161 9 60,089 10 61,016 10 62,010 10 63,070 10 64,130 10 65,190 10 66,383 11 67,509 11 68,768 11 70,026 11 71,351 11 72,743 12 74,200 Total Cost (SI$/yr) 44,637 53,830 54,443 55,193 55,874 56,624 57,442 58,260 59,078 59,964 60,850 61,805 62,759 63,782 64,873 65,963 67,054 68,282 69,440 70,736 72,030 73,394 74,826 76,325 Net Maritime Benefit (SI$/yr) 39,709 46,327 47,078 47,998 48,834 49,752 50,754 51,757 52,759 53,846 54,931 56,100 57,270 58,523 59,859 61,196 62,532 64,035 65,455 67,042 68,630 70,300 72,054 73,893 Supplementary Appendix D2 Year 2034 2035 2036 2037 2038 2039 Before Induced Ag Cargo Claims (SI$/yr) 21,673 22,115 22,575 23,055 23,555 24,073 Without Wharf Time Alongside Time Cost Total Cost (days/yr) (SI$/yr) (SI$/yr) 21 131,882 153,555 21 134,929 157,044 22 138,109 160,684 22 141,422 164,477 23 144,867 168,422 23 148,444 172,517 Cargo Claims (SI$/yr) 2,167 2,212 2,258 2,306 2,356 2,407 With Wharf Time Alongside Time Cost (days/yr) (SI$/yr) 12 75,658 12 77,181 12 78,771 13 80,428 13 82,150 13 83,939 Total Cost (SI$/yr) 77,825 79,393 81,029 82,734 84,506 86,346 23 Net Maritime Benefit (SI$/yr) 75,730 77,651 79,655 81,743 83,916 86,171 Source: Consultant Note: All monetary values are at 2008 prices In the Consultant’s opinion, the main area in which provision of a wharf is likely to generate traffic is in respect of induced productive activity, leading to increased export cargo. Such induced activity has been taken into the traffic forecasts above, and the resulting economic benefit is valued below. Therefore, no further generated traffic is considered. Induced Agricultural and Fishing Activity: As noted above, it is realistically assumed that provision of a wharf would lead to a doubling of the volume of export products, other than timber, over the decade following construction of the wharf. The volume of timber has been assumed to be unchanged both because timber is not perishable and because supplies are understood to be limited. The consultant’s best estimate of the current composition of export cargo is shown in Table D2.5, below: Table D2.5: Current Composition of Export Cargo Commodity Copra Veg/fish/betelnut Cocoa Timber Volume Induced Volume after 10 yrs. Value (Tonnes/yr) (Tonnes/yr) (SI$/tonne) Net Benefit from Induced Activity (SI$/tonne) 109.2 187.2 62.4 156 514.8 109.2 187.2 62.4 0 358.8 4,500 20,000 13,500 n.a n.a 2,250 10,000 6,750 n.a n.a Total Net Benefit (SI$'000) 245.7 1,872.0 421.2 0 2,538.9 Source: Consultant Note: All monetary values are at 2008 prices Table D2.5 goes on to give the revenue earned per tonne of each commodity. Copra and Cocoa, being single commodities, no further explanation is required in respect of them. However, the third item brings together vegetables, fish and betel nuts, and even within those groups, it will be appreciated that there are many kinds of vegetables and many kinds of fish. Nevertheless, given the importance of betel nuts in Solomon Islands, it is reasonable to assume that a large part of this volume will be betel nuts. Further, knowing that fish is generally much more expensive than betel nuts, an d that leafy vegetables are cheaper, it seems reasonable to 24 Supplementary Appendix D2 take the betel nut price of SI$20 per Kg (= SI$20,000 per tonne) as being representative of the whole group. From discussions with local people, the consultant understands that the main inputs to both copra and cocoa production are land and labor. Furthermore, as both land and labor are underemployed, it can be assumed that 50% of the value of these two crops is a net gain to the national economy. A similar assumption has been made in respect of the vegetables, fish and betel nuts group. Value of Time Saved for Passengers Although the value of time saved has been considered from the perspective of the shipping service provider, it should also be considered from the context of the consumer of the shipping services. In this sense, there are imposed additional time costs to the consumer from the current supply of shipping services provided and use of the wharf facilities at Siota. That is, there are unexpected time delays aside from the known time to transit from origin to destination once embarking on the vessel. These delays take the form of three notable combinations: • Given the current structure of the inter-island transport services, in many cases, the ship simply fails to appear when scheduled to take on passengers and cargo; • Even should a ship arrive as scheduled, due to adverse weather conditions and resultant wave actions in concert with a damaged wharf not directly connected to the mainland, lighterage operations cannot be undertaken until the seas calm; and • Due to delayed ship arrival times, the loading of passengers and cargo cannot be accomplished in the same day as originally scheduled due to the arrival of night when lighterage operations are halted for safety concerns. Overall, regardless of the specific reason, from these three scenarios, it has been elicited from stakeholders that approximately four out of ten scheduled ship departures are delayed, i.e., 40%. While usual delay times can be counted in the number of days, for simplicity it is assumed that each delay is simply one day in duration. Based on an understanding of current conditions, or at least the sentiment of stakeholders, these parameters would appear to conservative in nature. Concerning the parameters on income and the value of time; the core assumptions of the analysis is that all able-bodied people of working age in the study area are productive, engaged in either, or a combination, of the following activities: (i) cash cropping and fishing for market sale; (ii) retailing of goods and services (limited); (iii) wage earning (limited); (iv) subsistence agriculture, gathering, and fishing for own consumption; and (v) providing and maintaining housing and essential household services to family members including children and the elderly. Given real per capita national income of approximately US$600 per annum, the average income from all sources of including in-kind and subsistence per head of the working population is approximately SI$8350, which is equivalent to an hourly value of working time of SI$4.353. Working persons are assumed to work eight hours per day, five days per week, and forty-eight 3 Household Income and Expenditure Survey 2005/6, National Report (Part One), Solomon Islands Statistics Office, Department of Finance and Treasury, September 2006. Supplementary Appendix D2 25 weeks per year. Valuing leisure time at 25% of this rate results in an average daily value of potential income (all sources including leisure) of SI $52.23 per working age person. Safety Benefits It is undoubtedly the case that use of a wharf would benefit passengers as well as shippers of cargo in terms of safety and prevention of accidents while embarking or disembarking for passengers and in the process of loading and unloading cargo, respectively. However, while anecdotal information suggests that injuries are fairly frequent and that the current method of lightering passengers, particularly those that are sick, elderly, disabled, pregnant, or with young children, poses major risks to health and safety substantive data is lacking to approximate any quantitative estimate. Socio-economic Health and Education Benefits Further in terms of similar qualitative socio-economic benefits are those pertaining to the more general health and education of the community at large, serviced by the wharf and the associated shipping. This can be thought of in terms of greater access to health and educational facilities. While the Florida islands, have a small hospital, at Tulagi and while Siota itself has a secondary school, the populace continues to be affected. For instance, the staffing of the school is problematic since under the current transport regime, staff are uncertain over return-ability or when taking leave for holidays and vacation. Additionally, given the uncertainty of transport availability and time of transit required, during school breaks many of the students choose to remain in the area rather than going to their hometowns due to the potential inability to return in time once courses commence. Hence, the results of infrequent, inconsistent, and non-direct passages via the transport services likely poses a social cost to the community in reducing the quality of health and education facilities. Table D2.9 shows the calculation of the EIRR, of 23%, corresponding to a NPV of SI$8,207,000 at a 12% discount rate. 26 Supplementary Appendix D2 Table D2.6: Discounted Cash Flow (SI$ ‘000) Year Capital Costs 2009 6,070 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024 2025 2026 2027 2028 2029 2030 2031 2032 2033 2034 2035 2036 2037 2038 2039 NPV @ 12% DR IRR O&M Costs 199 199 Cargo Damage Savings 11 13 14 14 14 14 14 15 15 15 15 15 16 16 16 16 17 17 17 18 18 18 19 19 20 20 20 21 21 22 Ship's PAX Time Induced Time Saved Ag. Savings 29 33 34 34 35 36 36 37 38 39 40 41 42 43 44 45 46 47 48 49 51 52 53 55 56 58 59 61 63 65 71 74 77 80 83 86 89 93 97 100 104 109 113 117 122 127 132 137 142 148 154 160 166 173 180 187 194 202 210 218 Source: Consultant 7. Sensitivity Analysis Table D2.1 below shows a sensitivity analysis of Siota Wharf. 254 508 762 1,016 1,269 1,523 1,777 2,031 2,285 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 2,539 Total Net Benefits Incremental Benefits 0 -6,070 364 364 628 628 885 885 1,143 1,143 1,401 1,401 1,659 1,659 1,917 1,917 2,176 2,176 2,434 2,434 2,693 2,494 2,698 2,698 2,704 2,704 2,709 2,709 2,715 2,715 2,721 2,721 2,727 2,727 2,733 2,733 2,740 2,740 2,747 2,747 2,754 2,555 2,761 2,761 2,769 2,769 2,777 2,777 2,786 2,786 2,794 2,794 2,803 2,803 2,813 2,813 2,822 2,822 2,833 2,833 2,843 2,843 7,736 22.01% Supplementary Appendix D2 27 Table D2.1: Sensitivity Analysis: Siota Wharf Change NPV (SI$'000) Base Case Capital Cost +40% Cargo Damage Savings -20% Ship's Time Savings -20% PAX Time Savings -20% Induced Ag -20% Total Benefits -20% 7,736 5,309 7,713 7,676 7,579 5,200 4,958 IRR Switching Value 22.0% 17.4% 22.0% 21.9% 21.8% 19.2% 18.8% +128% See Note See Note See Note -61% -56% Source: Consultants Note: In respect of Cargo Damage Savings, Ship's Time Savings and Passenger Time Savings, reduction of each individual class of benefit to zero does not reduce the NPV below zero. Distribution of Project Effects Table D2.2 below shows a distributional analysis of Siota Wharf. Benefits Cargo Damage savings Ships' Time Savings Passenger Time Savings Induced Ag/ Fish benefits Net Gov/ Economy Ag/Fish Producers Passengers Ship Exporters Importers Economic – Financial Item Economic Present Value Financial Present Value Table D2.2: Distributional Analysis: Siota Wharf (SI$ ‘000) 117 117 59 59 0 0 304 304 152 152 0 0 786 786 12,683 12,683 Capital Cost O&M Cost -6,070 -85 -6,070 -85 0 0 Net Present Value -6,154 7,736 13,891 Gains and Losses Proportion of the Poor (%) Net Benefits for the Poor 786 12,683 -6,070 -85 211 211 0 211 50% 105 211 50% 105 0 0 786 12,683 0 786 12,683 -6,154 50% 50% 10% 393 6,341 -615 Poverty Impact Ratio 7,736 6,330 0.818 Source: Consultants In preparing the above analysis, the Consultant has made the following assumptions: As already stated, the proportion of unskilled labor in the wharf construction has been assumed to be zero; 28 Supplementary Appendix D2 Also in line with assumptions already made, shadow prices have not been applied to the capital cost, that is economic costs are equivalent to financial costs; Savings from cargo damage reductions and ships time savings are assumed to be handed over in full from ship owners to cargo owners and from cargo owners, whether importers or exporters and that the latter also pass on the savings to consumers and producers respectively. This seems reasonable as ship owners, shop owners and product buyers all operate in competitive or contestable markets where their ability to earn super-normal profits is related to competitive conditions, not to their cost levels; Cargo damage savings and ships' time savings are both assumed to be divided equally between importers and exporters; The poor are assumed to consume 50% of imports, produce 50% of exports, and to comprise 50% of passengers and produce 50% of agricultural production; and The poor’s share of government expenditure is assumed to be 10%. Supplementary Appendix D2 F. INITIAL ENVIRONMENTAL REHABILITATION EXAMINATION FOR THE SIOTA 29 WHARF 1. Introduction Purpose of the Report This Initial Environmental Examination (IEE) was prepared for the proposed rehabilitation of the Siota Wharf in behalf of the Ministry of Infrastructure and Development (MID) of the Solomon Islands to primarily identify and assess the impacts of the Subproject to the surrounding environment (physical, ecological, and social); identify mitigation measures to minimize the same impacts; and ensure that ensuing activities during construction implementation and operation will take into account environmental considerations consistent with the country’s environmental requirements and that of the Asian Development Bank (ADB). The proposed Siota Wharf rehabilitation will be designed and implemented as a standard T-type Pre-cast Deck Pile Wharf adopting the design prepared for the Gizo Wharf in the Western Province. It will have three major components, namely: causeway, approach and wharf head. It is located in Siota, North East Gela of the Central Province in the Solomon Islands. Siota hosts a Provincial Secondary School with dormitories, faculty housing and a church. The Siota Wharf is one of the Subproject wharves for consideration under the Domestic Maritime Support Project and Technical Support Programme (DMSP & TSP) or the Project, an ADB funded Technical Assistance to the domestic maritime sector (interisland shipping) in the country with two main components as follows: Project Preparatory Component (Component 1) and Advisory Component (Component 2). Component 1 will be the main activity during the first six months of the Project and will prepare an ensuing project, the DMSP, which is expected to include an infrastructure component and an institutional development component. The DMSP will be jointly financed by the Government of Solomon Islands (the Government), ADB, and the EU. More specifically, the DMSP is expected to: prepare a project for the rehabilitation of rural wharves; and establish a mechanism to support shipping services to remote outer islands. The Advisory Component (Component 2) will be of one and one-half years duration and will strengthen the capability of the MID for analysis asset management, community participation and implementation. The output will include an asset management system, a technical resource centre, an improved quality assurance function, and training for staff and private sector stakeholders. Extent of the IEE Study This IEE was prepared to meet both the requirements of the ADB’s Environmental Assessment Guidelines for sector projects, and that of the country’s environmental management and protection system requirements discussed separately below. Its preparation was undertaken from May to June 2008 after its selection for the assessment was presented during the Inception Report Workshop on June 5, 2008. An initial ground level reconnaissance was conducted earlier on May 31, 2008 after consultation with the MID Staff assigned to the project. A second visit to the site was conducted on June 12, 2008 together with the conduct of the consultation which was communicated to the Central Province’ leadership and villagers over the radio and through official letters of communication facilitated by the MID. 30 Supplementary Appendix D2 The methodology for the preparation of this IEE includes: Gathering, review, and analysis of existing baseline data (including all available environmental legislation and guidelines) and relevant reports from previous similar efforts in the Solomon Islands and in the region; Meetings and discussions with local experts from the ECD and staff of MID, as well as experts from other existing projects in the Solomon Islands; Undertaking field trips (reconnaissance and during consultation) to assess prevailing environmental conditions and to understand the type and magnitude of potential impacts during the rehabilitation works; Informal interactions and discussion during the reconnaissance visit on May 31, 200 with local key informants from the area (local teachers and Preacher); Review of the National Transport Plan (NTP), engineering information and designs from parallel efforts funded by other agencies, field notes and aerial photographs of the area to identify the various environmental issues that may be involved; and Preparation of a preliminary Environmental Management Plan and monitoring program which will be updated by the selected civil works Contractor prior to construction with guidance from the MID and Construction Supervision consultant that maybe hired for the purpose. This IEE was prepared by GHD Pty, Ltd. in association with Meyrick and Associates, both Australian consultancy firms. It utilizes published and unpublished information from the various government agencies such as the Environment Conservation Division (ECD) of the Ministry of Environment, Conservation and Meteorology (MECM), Ministry of Infrastructure Development (MID), National Statistics Office, etc; and foreign-assisted projects in the Solomon Islands such as the Solomon Islands Road Improvement Project (SIRIP) funded by the Asian Development Bank; and the Community Sector Project (CSP) funded by the AusAid. Country Environmental Management and Protection System The Environment Act 1998 The country’s fundamental policy on the environment is anchored on the Environmental Act of 1998 which provides for an integrated system of development control, environmental impact assessment (EIA) and pollution control, including; Prevention, control and monitoring of pollution, including regulating discharge of pollutants to air, water or land and reducing risks to human health, and prevention of degradation of the environment; Regulating the transport, collection, treatment, storage and disposal of waste and promoting recycling, re-use and recovery or materials in an economically viable manner; and Complying with, and giving effect to, regional and international conventions and obligations relating to the environment. Article 4 (1) vests the Environmental Act with considerable power which states that in the event of conflict between the Environment Act and other legislation, the provisions of the Environment Act shall prevail. Recent reviews however, noted inconsistencies within the law and how it Supplementary Appendix D2 31 relates to other legislative platforms (ADB, 2005). The country suffers from a lack of capacity to implement it as there are shortcomings in instituted decision-making and enforcement systems. Regulations under the Act are currently being drafted and will cover detailed requirements for environmental impact assessment (EIA). The existing Solomon Islands EIA Guidelines for Planners and Developers (May 1996) pre-date the Environment Act and are not legally binding. In the Second Schedule, the Act lists prescribed developments for which consent, accompanied by an EIA, are required. All prescribed projects require a simple assessment through a “screening” or “scoping”, to see what form of additional assessment is required. Most prescribed projects require a Public Environmental Report (PER), while many major projects such as logging, large agricultural developments, mining, large scale tourism developments, and infrastructure projects will also need a second stage of appraisal (in an environmental impact assessment) which includes technical, economic, environmental and social investigations. All of these are to be presented in an Environmental Impact Statement (EIS). The Town and Country Planning Act 1979 The Town and country planning Act has potential to provide for the consideration of environment sector for conservation of cultural and biodiversity areas. The objective of the Act is to ensure that land is developed and used in accordance with proper polices and a high consideration of the people’s welfare. An important limitation of the Act however is that it affects only non-customary land, the physical planning office responsible for enforcing the Act can only advice when it comes to customary land but are not required to follow the mechanism of the Act. Provincial Government Act 1997 The Provincial Government Act of 1997 provides power to the provinces to create their own legislation in respect of environment and conservation. Its Schedule 3 provides a list of activities for which the provinces have responsibility and have the power to pass ordinances: Cultural and Environment Matters - Protection of wild creatures, coastal and lagoon shipping Rivers and Water - Control and use of river waters, pollution of water Local Matters - Waste disposal Corporate or Statutory Bodies - Establishment of corporate or statutory bodies for provincial services including economic activity. (Provincial services include "Conservation of the Environment" and "Fishing") Agriculture and Fishing - Protection, improvement and maintenance of freshwater and reef fisheries Land and Land Use - Codification and amendment of existing customary law about land. Registration of customary rights in respect of land including customary fishing rights. Physical planning except within a local planning area Trade and Industry - Local licensing of professions, trades and businesses, local marketing According to the country’s draft 2008 State of the Environment (SOE), a total of eight (8) provincial ordinances related to environmental and natural resources management had already 32 Supplementary Appendix D2 been passed. But these ordinances were passed by five (5) provinces only. Isabel Province passed the most number of ordinances with 3, followed by Malaita Province with 2, and one each for Guadalcanal, Makira, and Temotu. The Central Province has yet to have ordinances that will be relevant to the protection and conservation of its environment and natural resources. Other Relevant Country-based Legislations The country has a number of other legislations which has implications for resource development and management but regulations have not been promulgated under many of these Acts and therefore their implementation is not yet entirely effective. The draft version of the State of the Environment (2008) identified some of these Acts and is presented in this document as follows: Table D2.13: Relevant Resource Management Legislation Act Date River Waters 1973 National Parks 1978 Wild Birds Protection 1978 Town and Country Planning 1979 Agriculture and Livestock 1982 Lands and Titles 1988 Forest Resource and Timber Utilization 1991 Mines and Minerals 1996 Wildlife Management and Protection 1998 Fisheries 1998 Main Objectives Control of river waters for equitable and beneficial use; establishes activities for which permits are required. Establishes national parks and prohibits fishing and hunting in same without permit; establishes restrictions on activities undertaken within national parks; provides for appointment of park rangers. Lists scheduled birds (incl. eggs and nests) for protection from being killed, wounded, taken or sold (including skin or plumage); establishes several bird sanctuaries; establishes strict hunting seasons for certain birds. Applies to urban areas (capital city and provincial towns); covers the management of land incl. crown land; specifies urban and rural management and planning functions and incl. controlling development. Provides for protection and advancement of agriculture and livestock industries; defines noxious weeds and provides for control of same. Covers the management of land, defines “customary” land, and sets out procedures for land acquisition. This Act is being reviewed and a new draft bill is being circulated for consultation. Governs licensing of felling of trees and sawmills, and timber agreements on customary land; deals with forest declared as State Forest and Forest Reserves and establishes restrictions in same. Forestry Bill 2004 seeks to replace the Act and various amendments. The Bill provides for conservation of forests and improved forest management including establishment of national forests. Establishes system for mining applications and licensing; establishes Minerals Board; regulates and controls mining activities; includes alluvial mining Provides for the protection, conservation and management of wildlife by regulating the export and import of certain animals and plants; and to comply with obligations under the Convention on International Trade in Endangered Species (CITES). Framework for fisheries management and development incl. licensing of fishing vessels and processing plants, listing prohibited fishing methods; provides for establishment of Marine Protected Areas (MPAs) and coastal management plans. Source: Commonwealth Secretariat (May 2007) as reported in the 2008 Draft SOE Supplementary Appendix D2 33 International Agreements and Treaties Based from the 2008 draft State of the Environment, Solomon Islands is a party to a number of international and regional Multi-lateral Environment Agreements. These MEAs have been instrumental in the development of national environment management strategies to address major environment issues. The country is currently developing major national strategies under the Rio Conventions. This includes the National Biodiversity Strategic Action Plan (NBSAP), the National Adaptation Plan of Action (NAPA) and the National Action Plan to Address Land Degradation (NAP). Annex A shows most of the MEAs in which Solomon Island is a party to. Environmental Management in the Transport Sector The National Transport Plan (2007-2026) prepared by the Transport Policy and Planning Unit (TPPU) of the Ministry of Infrastructure and Development (MID) in June 2006 acknowledged the importance of the environment as the key to the country’s economic development, and that “the development of the transport sector needs to be planned and implemented in such a way that minimises adverse impacts on the environment”. The NTP further identifies a number of potential adverse impacts on the environment as follows: Marine pollution from shipping; Land degradation and pollution of water courses resulting from poor infrastructure design; Destruction of landscapes as a result of poor operating practices at quarries and construction sites; Air pollution from both road traffic and air transport; and Land degradation as a result of inadequate facilities for the disposal of transportrelated waste. The NTP adopts four policy interventions to minimise negative environmental impacts associated with development of the transport network as follows: Government agencies will review infrastructure design standards and contract specifications to ensure high standards of environmental protection measures including drainage design, management of water courses, slope stabilization, construction camp operation, and borrow pit management; Government agencies will work with local businesses to identify appropriate mechanisms for the disposal of transport related waste including mechanisms for funding environmental clean-up programs; Government agencies will work with ship owners to identify suitable facilities for the breaking of wrecks and unusable ships; and Vehicle testing standards will be strengthened to incorporate more stringent emissions standards particularly targeting gross polluters. ADB Environment Policy The environment assessment requirements of the DMSP & TSP under the project preparation phase is required to adhere to the ADB’s Environment Policy supported by a set of procedural guidelines and various sections of the Operations Manual (OM). All ADB investments are 34 Supplementary Appendix D2 subject to categorization to determine the level of environmental assessment required. According to OM 20 – Environmental Categorization the ADB projects are classified as follows: Category A (OM 20): Projects with potential for significant adverse environmental impacts. An environmental impact assessment (EIA) is required to address significant impacts. Category B (OM 20): Projects judged to have some adverse environmental impacts, but of lesser degree and/or significance than those for category A projects. An initial environmental examination (IEE) is required to determine whether or not significant environmental impacts warranting an EIA are likely. If an EIA is not needed, the IEE is regarded as the final environmental assessment report. Category C (OM 20): Projects unlikely to have adverse environmental impacts. No EIA or IEE is required, although environmental implications are still reviewed. Category FI (OM 20): Projects are classified as category FI if they involve a credit line through a financial intermediary or an equity investment in a financial intermediary. The financial intermediary must apply an environmental management system, unless all subprojects will result in insignificant impacts. The categorization of this Subproject has been guided by the above category descriptions. 2. Description of the Project Type of Project The proposed Siota Wharf is a small rural wharf serving as a port of call north of Nggella Pile, Central Province. Category of Project The proposed Siota Wharf Rehabilitation has been determined to be a Category B Project under the ADB categorization requirements using the Rapid Environmental Assessment (REA) Checklist for Ports and Harbors (Please refer to Annex C in this document). Need for Project The Solomon Islands is an archipelago highly dependent on inter-island shipping for both social and economic development. Shipping services provide access between and within the six main islands and, in some cases, some of the smaller island groups. These shipping services are utilized for passenger travel, and social, educational, health and commercial purposes as well as commercial movement of goods and services both from the outer islands into the core at Honiara for inter-provincial trade and export as well as inter-island importation of consumer goods, building materials and fuel. Without the shipping services, many of the islands’ inhabitants would be almost totally isolated from economic and social opportunities. Other options of inter-island transportation are simply not available, financially inaccessible (as in the case of air services) or severely limited in their application (for example canoe and longboats). There are approximately 86 small wharves and jetties and 28 anchorages located across the country (Solomon Islands Ministry for Infrastructure and Development, 2006). Most of existing ones are in poor condition or due to age and neglect of maintenance. Supplementary Appendix D2 35 In the case of the Siota Wharf, it was learned during the consultation that North Nggella (where it is located) is the most populated ward in the Central Province; economically, it produces majority of the copra and cocoa, marine products, and market produce; it has shops that purchase cargo from Honiara; and is claimed to be the most literate part in the island. Location Siota Wharf is located in Siota, North Nggela, Florida Islands of the Central Province in the Solomon Islands (See Figure D2.1). Siota hosts a Provincial Secondary School with dormitories, faculty housing and a church that are all immediately adjacent to the wharf. The proposed rehabilitation works shall be located on the same location as the existing site to minimize adverse environmental impacts and avoid uncertain involuntary resettlement concerns that might delay its implementation. Proposed Schedule for Implementation The Subproject shall be implemented over a period of no more than four (4) months. Figure D2.1: Siota Wharf Location 36 Supplementary Appendix D2 Description of the Project The proposed Siota Wharf rehabilitation will be designed and implemented as a standard T-type Pre-cast Deck Pile Wharf adopting the basic design prepared for the Gizo Wharf in the Western Province with modifications such as the avoidance of the use of sheet piles, and the adoption of H Piles instead of tubes. It will have three major components, namely: causeway, approach and wharf head as shown in Figure D2.2. The project engineering report recommended that the M.V.Temotu be adopted as the Design Passenger Vessel and the Neptune be adopted as the Design Cargo Vessel out of the four mentioned there. The M.V. Temotu has a gross tonnage of 380 tonnes and passenger capacity of 310 with a draft of 3.3 meters. The Neptune on the other hand has a gross tonnage of 518 tonnes with a draft of 3.9 meters. According to the report, it may not be possible to accommodate these four vessels for reasons of lack of adequate water depth, limited space for manoeuvering vessels or other constraints. The height of the deck for the standard wharf design needs to be set to suit both the freeboard of all vessels operating at the wharf and to take into account the tidal range at the site. Vessel freeboard (the height of the main deck above the waterline) varies both from vessel to vessel, and for each vessel, depending on its laden state. Typically, cargo vessels such as the Neptune have a higher freeboard than passenger ferries such as the M.V. Temotu. In normal trim, the Neptune has a freeboard of about 1.2 m, while the M.V. Temotu has a freeboard of about 1.0 m. The main area of the wharf shall be a T-head at the outer end of the approach jetty. The T-head should be 12 m in length and 5 m wide. This suits a pile grid spacing of 4 m by 4.5 m. The approach jetty should be 4 m wide and comprise one or more 4.5 m length modules. The number of modules will need to be selected on the basis of the distance needed to locate the front face of the T-head in adequate water depth. For the purpose of determining the estimated cost of the Standard Wharf Design, four modules of 4.5 m length have been assumed, which places the front face of the wharf about 23 m out from the causeway abutment. A small causeway which has its front edge at a relatively high level on the foreshore shall be provided instead of a steel sheet pile vertical wall that was previously adopted in earlier wharf design in the Solomon Islands. This will then avoid most of the erosion forces from wave action causing damage to the causeway fill. By extending the approach jetty further onto the foreshore, the whole arrangement provides a stable combination which should not deteriorate over time. Erosion of the front face of the causeway abutment should be suitably protected in any case, using A-Jacks or Seabee coastal protection devices, to absorb any remnant wave energy. Flat slopes will also assist in absorbing the wave energy and hence reducing the onset of erosion of the fill. The existing Siota Wharf had deteriorated due to poor quality construction and sustained exposure to the weather elements and can no longer be safely and effectively used. Under its dilapidated condition, the causeway which was made of coral debris and stones can be seen already broken down extending beyond the shoreline but before reaching the deeper part of the shore where it is connected to a concrete deck. The rehabilitation works considered appropriate for the location is to remove the causeway debris and concrete deck for replacement of a structure meeting new design requirements. The causeway debris will be scattered in the right side of the shoreline (facing the channel waters) that is presently rocky while the concrete deck may be recovered possibly as concrete flooring Supplementary Appendix D2 37 for another small wharf shed or disposed offshore provided the disposal area is at least 6 meters deep at low tide; being cleared of main navigation channels to prevent hazard to navigation; having a plain sandy bed with no reef structure in the immediate vicinity which could be damaged; and being within reasonable distance of the wharf site (Engineering Report, this project). Offshore disposal will create a suitable new habitat for benthic development, thereby enhancing, rather than degrading the local environment. Annex B shows the photos of the wharf condition. Although the community is willing to make available white beach sand and other locallyavailable materials, it is not certain if such materials would pass materials testing requirements for the project. It is therefore expected that most of the materials will be sourced from Honiara and shipped to the Siota Wharf Site. Concrete pre-casting requirements will likewise be done before hand in Honiara. The major activities that will be undertaken in the Wharf Site shall include: removal of the causeway and concrete deck, clearing of the area, pile driving for the approach and wharf head, construction of a short causeway to connect the structure to the shoreland, and assembly of the pre-cast components. No dredging works is planned for the development. Alternative Sites Aside from Siota, the Mboromole and Niumara sites were also considered as alternative sites in the context of providing the area with an operational wharf. Mboromole is located in an open coast expose to strong currents. Construction of wharf abutments and embankments at Mboromole will have a high chance of being exposed to possible scouring and erosion because of the strong current. With some structural measures, this problem can be mitigated but requires additional costs. This site can be considered for later construction when needed and if it will meet the selection process and criteria. Niumara is located at an old CEMA copra buying point. This is a totally new site without a previous wharf. Construction works will therefore result in the removal of some terrestrial vegetation as well as sparse sea-grass beds. It will also require a new access road. This site will surely need land acquisition and may also be open to land dispute because no land acquisition had taken place in the past for an infrastructure. Evaluation of the three sites revealed that the Siota site is preferable to the other two sites. It was selected because (i) the wharf is an existing structure built in the 1960s, (ii) possible scouring and erosion at wharf site due to strong currents can be avoided since it is more sheltered than the sites at Mboromole and Niumara, (iii) land acquisition and/or involuntary resettlement will not be required since it is an existing facility, (iv) environmental impacts will be minimized because potential impacts on coastal and marine biota is unlikely, and (v) construction of a new access road, an additional project cost, will not be needed. 3. Description of the Environment Physical Environment The description of the receiving environment in the succeeding sections is based on secondary information/data culled from documents gathered from relevant agencies of the Government and previous studies of other related projects. Baseline surveys were not conducted for this purpose. Location and Physiography 38 Supplementary Appendix D2 The Solomon Islands are the Northern Group of a huge arc of islands delimiting the Coral Seas and is situated in the Western Pacific. The Main Group Archipelago, MGA oriented northwest to southeast stretches about 1,700 kilometers between Bougainville at the eastern tip of Papua New Guinea (PNG) to the northernmost islands of Vanuatu. The central archipelago of islands lies between latitudes 5oS and 12oS and longitudes 152oE and 163oE (See Figure D2.3). It comprises a double chain of six large islands (Choisuel, Santa Isabel, New Georgia, Guadalcanal, Malaita and Makira) as well as many smaller ones (Florida Islands, Rennell Bellona, and Temotu) making a total of 997 islands. The country has a total land area of 28,785 km2 and an exclusive economic (EEZ) which covers 1,340,000 km2. The Subproject is located in the Central Province which is composed of the Florida Islands, Savo, and the Russell Islands. The Florida Islands group has a total land area of about 391.0 square kilometres and consists of the four main islands of Nggela Pile (Small Nggela), Nggela Sule (Big Nggela), Olevuga, and Vatilau (Sandfly/Buenavista). There are also some fifty smaller uninhabited islands that form the Florida Islands. The islands have hilly interiors with dark grey boulders along the southwestern coastal areas. The narrow, isolated flatlands along the coast are generally backed by swampy fluvial areas inland and some patches of grassland. These make them unsuitable for large-scale commercial cultivation of crops. The general vicinity of Siota Wharf which is located in Nggela Pile is generally composed of small strip of flat topography exclusively built up for the school structures, dormitories and faculty housing before connecting to hilly and mountainous terrain that are cultivated to coconut and other crops. There are no other settlement structures in the vicinity of the wharf except the ones identified above and the vegetation are largely undergrowths of shrubs, grass, and ornamental plants. A few large trees dot the landscape of the school complex (Refer to Annex C, Photos of the Wharf Vicinity). Savo is a small circular active volcano. The island has a total land area of 31 square kilometres and a diameter of only 5 kilometres. It is 35 kilometres by sea from Tulagi, the provincial administrative centre of Central Province. The island is mountainous and has steep features and a rugged terrain with very little flat lands even along the coastal areas. There is limited agricultural land though the soil is composed of fertile volcanic ash. Hot, thermal springs and wells are found throughout the island and offshore and it is still subject to considerable environmental change. Savo is well known for its megapode egg and the local pear-like fruit called gaviga. Figure D2.2: Standard Wharf Design Supplementary Appendix D2 39 Figure D2.3: Map of Solomon Island The Russell Islands of Pavuvu and Mbanika are eroded volcanic cones with ridges inland that form radial patterns. The northern coastal areas are swampy. To the north and east are many small islands. The islands has a total land area of about 210 square kilometres and are located approximately 105 kilometres from Tulagi. Geology and Geomorphology The Solomon Islands (excluding the Santa Cruz group) are divided into three geological provinces: a pacific province, a central province and a volcanic province (Falvey et al. 1991). Islands with recent extinct volcano which included the northwestern tip of Guadalcanal, the Russell Islands, Shortlands and Savo are found in this province. The volcanic geological province is much younger and consists of Late Miocene to Holocene volcanics, which are only five to six million years old. The islands, formed by fertile volcanic rock, are believed to have erupted from the seabed some 25 million years ago, and were covered by subsequent coral growth. Tectonic activity (known as the Pacific Ring of Fire) continues. The islands comprised of a complex collage of crustal units or terrains formed and accreted within an intra-oceanic environment since Cretaceous times. Predominantly Cretaceous basaltic basement sequences are divided into three major terrains: A plume-related Ontong Java Plateau terrain (OJPT) which includes Malaita, Ulawa, and northern Santa Isabel; A ‘normal' ocean ridge related South Solomon MORB terrain (SSMT) which includes Choiseul and Guadalcanal; and A hybrid ‘Makira terrain' which has both MORB and plume/plateau affinities. The OJPT formed as an integral part of the massive Ontong Java Plateau (OJP), at c. 122 Ma and 90 Ma, respectively, was subsequently affected by Eocene– Oligocene alkaline and alnoitic magmatic, and was unaffected by subsequent arc development. There are two distinct stages of arc growth, which basically formed the Solomon block from the Eocene to the Early Miocene. The first stage arc growth created the basement of the central part of the Solomon block (the Central Solomon terrain, CST), which includes the Shortlands, 40 Supplementary Appendix D2 Florida and Isabel islands. The second stage arc growth led to crustal growth in the west and south (the New Georgia terrain), which includes Savo, and the New Georgia and Russell islands. Both stages of arc growth also added new material to pre-existing crustal units within other terrains. The present-day highly oblique collision between the Pacific and Australian plates has resulted in the formation of rhombohedral intra- and back-arc basins. According to the 1990 UNDP Preliminary Survey and Proposal for Further Hydrogeological Investigations for Siota Provincial Secondary School Water Supply Project Report, the bedrock of all the small hills scattered around the school consists of undifferentiated ultramafic rocks as serpentines, serpentinised gabbros, gabbros, pegmatitic gabbros and basaltic dykes which are covered by laterite. Further east, the bedrock consists of the Siota Beds Member: massive volcanoclastic siltstones and arsenites with rare rudites. The bottom of the valley is filled by recent sediments of clay, sandy or gravel alluviums; coralline deposit; and mangrove and saline swamp. Soils There are twenty-seven (27) soil types based on the U.S. soil classification scheme in the Solomon Islands as mapped by Hansell and Wall (1976). They showed close association with geological and landform conditions. Soils in the alluvial areas are physically good, well drained and moderately deep for tree root penetration. Most other soils have textures consistent with high clay content and inadequately developed structures. Soil fertility varies widely between and within the islands, ranging from quite infertile and mildly toxic soils, to highly fertile soils in limited areas derived from volcanic ash and alluvial deposits. Most upland soils have good structures, but either lack one or more major nutrients or have a strong nutrient imbalance. Potassium deficiency is commonly associated with calcareous and limestone parent material, while phosphorus deficiency is frequent over volcanic rocks. The most fertile soils are found on the floodplains of northern Guadalcanal and these therefore are the most significant agriculturally. They are rich in nitrogen, phosphorous and organic carbon, but relatively deficient in potassium and magnesium. Pockets of good soil fertility are evident also in the New Georgia group, Santa Isabel and Choiseul Provinces. Uncontrolled land clearing through logging, intensive agriculture and to a lesser extent the extension of subsistence farming as a result of increasing population places extreme pressures on the soil resources. Most of the accessible soils have fertility and/or micronutrient deficiencies and increased exposure results in soil leaching and erosion. Climate There are two (2) climatic systems that influence the Solomon Islands. These are the Southeasterly Trade Winds from May to October and the Northeasterly Trade Monsoon Winds that predominate from December until March. From April to November, the country has fine, sunny and calm weather. Due to its proximity to the equator, air temperature variation is not considerable. Mean daily temperature throughout the year range from a minimum of 23oC usually during the early mornings of the Easterly Trades and a daily maximum of 30oC. Precipitation ranges are from 3,000-5,000 mm annually with the highest during the wet monsoons. The climate in the Central Province is tropical with distinct wet and dry seasons. Generally, the weather between March and November is dry and humid followed by a wet season from December to April. The wet season also coincides with the cyclone season. The islands are generally dryer and hotter than the nearby large, mountainous islands such as Guadalcanal and Supplementary Appendix D2 41 Malaita. Table D2.14 shows the Monthly Rainfall from 1975-2007 based from data recorded from the Henderson Airfield and Figure D2.4 presents the Total Annual Rainfall for the same period. Tables D2.15 and D2.16 present the Monthly Minimum and Maximum Temperatures for the period 1975-2007, respectively. Maximum average temperatures range from 29.8 to 32.3 degrees Celsius with a mean of 31.0 degrees Celsius while minimum temperatures average between 21.3 and 23.3 degrees Celsius with a mean of 22.5 degrees Centigrade. Figures D2.5 and D2.6 present the Annual Minimum and Maximum temperatures, respectively. The figures indicate different degrees of variabilities. Table D2.14: Monthly Rainfall (Mm), Henderson Airport, Guadalcanal, 1975-2007 Station: Henderson Airport, Guadalcanal Latitude: 09o25’s Latitude: 160o03’e Elevation: 7.9 Meters Period Covered: 1975-2007 Year 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 Ave Min Max Ent Jan 257 832 300 125 352 170 294 361 121 212 260 205 23 238 357 281 200 86 37 259 106 161 185 255 321 191 104 109 191 95 210 354 71 231 23 832 31 Feb 117 470 230 179 615 442 222 209 284 169 184 274 293 337 422 101 239 431 221 346 74 199 242 220 609 187 421 254 29 281 147 377 135 274 29 615 31 Mar 345 426 331 68 54 405 68 334 159 280 462 342 137 166 206 181 201 101 125 244 312 321 564 333 133 331 186 198 253 235 53 327 224 247 53 564 31 Apr 94 275 98 153 126 31 108 317 138 272 99 200 53 184 318 112 149 75 133 177 111 175 186 86 75 294 159 101 93 197 222 92 100 161 31 458 31 May 190 55 120 119 47 74 36 201 148 174 99 455 92 27 159 171 170 30 47 139 167 102 14 165 228 140 86 30 50 72 109 82 119 14 455 30 Jun 41 95 139 25 142 87 16 79 51 49 52 22 1 37 72 35 126 26 98 238 26 91 27 46 60 107 118 61 174 118 48 109 194 79 1 238 31 Jul 105 132 167 100 82 64 103 123 108 60 120 74 69 106 22 93 114 60 89 92 64 46 13 21 77 53 87 223 Aug 96 102 113 77 25 84 176 314 70 31 124 105 22 137 24 40 139 42 76 70 89 173 83 97 236 87 23 74 Sep 52 91 254 114 43 114 75 146 163 69 44 138 50 101 63 117 162 42 41 24 73 69 148 195 248 53 66 136 Oct 129 137 61 54 52 29 107 123 74 165 123 7 52 209 39 19 129 59 42 43 217 169 39 26 114 83 231 245 92 70 125 70 88 13 223 30 33 69 105 138 96 22 314 30 34 86 10 88 97 24 254 30 220 117 233 46 106 7 245 30 Nov 264 134 268 133 186 105 52 20 107 267 333 224 138 384 44 59 80 112 60 12 17 146 55 249 180 265 97 190 204 Dec 245 95 52 125 171 90 189 118 251 279 330 79 264 712 102 333 43 109 225 28 71 517 37 410 206 373 226 57 76 137 144 225 153 12 384 30 171 116 178 196 28 712 30 Source: Meteorology Division, Ministry of Environment, Conservation and Meteorology, June 2008 Annual 1937 2845 2132 1272 1896 1695 1446 2346 1675 2028 2231 2124 1195 2639 1828 1542 1752 1174 1195 1671 1327 2169 1591 2101 2487 2023 1857 1734 1049 1356 1400 2100 1550 1799 1049 2845 30 42 Supplementary Appendix D2 For example, the graph for rainfall indicates that the amount of rainfall from 1991 onwards have become less compared with those in 1989 coming from a peak in 1975. Temperature have also risen in more recent years compared with the 1980s. Predicted tides at the subproject site is difficult to determine from available information. While the marine charts provide estimates of the high and low tides at selected stations throughout the country, these estimates are not necessarily accurate. For example, tide tables prepared by the Australian Government Bureau of Meteorology for Honiara for 2008 show differences of up to 0.3m compared to the tide range shown on the Honiara Harbour marine chart (Engineering Report, this project). Figure D2.4: Annual Rainfall (mm), Henderson Airport, Guadalcanal, 1975 – 2007 The 2008 Draft State of the Environment provides a short note on climate change for the country indicating extreme weather events had already hit the country in recent years. Some examples included the serious drought that affected the country in 2004, causing food shortages in Temotu province and Category 5 cyclone that hit Tikopia Island in the same year. Climate change also poses risks to natural ecosystems such as the coastal and marine environments, fisheries, agriculture, water resources, health, biodiversity, infrastructure and industry. The ADB Pacific Region Environmental Strategy 2005-2009, Volume 1: Strategy Document pointed out that in 2001, SPREP commissioned a report by regional experts that restated the IPCC conclusions specifically relevant to Pacific Island countries among others as follows: “…. The global average surface temperature has increased over the 20th century by about 0.6o C. Sea levels in the tropical Pacific have risen by approximately 2 mm/year, but trends in short sea-level records in the tropical Pacific are complicated by El Niño and La Niña events. Global average temperature and sea level are projected to rise under all IPCC scenarios: global mean temperatures are expected to rise between 1.4°C and 5.8°C and global mean sea-level changes are expected to be between 9 cm and 88 cm over the next 100 years. Supplementary Appendix D2 43 The best current projections of future climate change for the Pacific islands indicates the region is likely to warm at a slightly slower rate than the global average, but at a rate that is still substantial and likely to have significant impacts. Confidence in rainfall changes is lower because of the strong difficulty of simulating these with low-resolution models. However, the coupled models suggest increased precipitation along the equatorial belt from the dateline eastward, and a likelihood of decreases in the southwest Pacific.” Table D2.15: Monthly Minimum Temperature (oC), Henderson Airport, Guadalcanal, 19752007 Station: Henderson Airport, Guadalcanal Latitude: 09o25’S Latitude: 160o03’E Elevation: 7.9 Meters Period Covered: 1975-2007 Year 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 Mean Low High Entries Jan 23.1 22.9 23.4 22.9 23.0 23.2 23.6 23.6 23.2 22.8 22.9 23.6 23.3 23.7 22.6 22.8 23.5 22.5 21.7 23.3 23.6 23.3 23.4 24.2 23.6 23.3 23.3 23.5 23.3 23.2 23.7 23.4 23.7 23.3 21.7 24.2 33 Feb 22.5 22.7 23.2 23.1 23.1 23.4 23.5 22.9 23.3 23.1 23.4 23.1 23.6 24.0 22.4 21.3 22.9 22.9 23.0 22.6 23.5 23.3 23.6 24.2 23.4 22.7 23.6 23.8 23.3 23.9 23.6 23.3 23.7 23.2 21.3 24.2 33 Mar 22.6 22.4 22.6 23.0 23.0 22.9 22.3 23.1 23.3 23.1 23.3 23.1 23.3 23.7 21.8 22.8 22.5 22.6 22.2 22.5 23.5 23.3 23.5 24.0 22.8 23.0 23.4 23.9 23.6 23.8 23.4 23.5 23.5 23.1 21.8 24.0 33 Apr 22.4 22.7 22.8 22.5 22.8 22.9 22.9 22.9 22.7 22.9 23.0 23.1 22.8 23.1 22.4 21.8 22.4 22.3 22.7 22.8 23.4 22.9 23.0 23.4 23.1 22.7 22.9 23.4 22.8 23.4 23.6 23.3 23.3 22.9 21.8 23.6 33 May 22.2 22.0 22.4 22.8 22.5 22.5 22.3 22.7 22.7 22.8 22.6 22.8 22.5 23.2 21.6 21.7 22.2 22.2 22.6 22.8 22.7 22.6 21.9 23.5 22.8 23.2 23.4 22.9 22.6 23.0 23.0 22.7 22.6 21.6 23.5 33 Jun 21.4 21.6 22.2 21.9 22.4 22.1 22.0 21.9 21.7 22.0 22.1 22.2 21.1 22.3 21.2 21.2 21.4 22.3 22.4 22.2 22.2 22.3 21.2 22.7 22.2 22.5 22.5 22.7 22.7 22.4 21.9 22.6 22.5 22.1 21.2 22.7 33 Jul 21.0 21.8 22.3 21.2 21.7 22.2 21.9 21.2 21.1 21.1 21.7 20.8 21.4 21.7 21.1 20.2 20.5 21.8 21.2 22.0 21.7 22.1 21.6 21.2 22.1 22.0 22.5 22.5 22.3 21.9 22.2 22.2 22.3 21.7 21.0 22.5 33 Aug 21.3 21.4 22.0 21.4 21.2 21.7 21.7 21.6 20.8 21.2 21.8 22.0 19.9 21.6 20.2 20.9 21.5 21.5 20.8 22.2 22.2 21.9 21.5 21.9 21.6 22.0 21.6 21.9 22.0 22.3 22.1 22.5 22.0 21.6 20.2 22.5 33 Sep 21.3 21.6 21.9 21.6 21.3 22.6 22.4 21.3 21.2 22.3 22.1 22.5 22.3 21.7 21.1 21.8 21.9 20.9 21.3 21.4 22.2 22.4 20.9 22.3 22.0 21.6 22.0 22.3 21.7 22.0 22.6 22.2 22.5 21.9 21.1 22.6 33 Oct 21.7 22.0 21.9 21.6 22.7 22.0 22.5 20.6 22.4 22.7 22.1 21.9 22.8 21.9 22.1 21.8 22.3 21.6 21.1 21.6 22.6 22.5 20.7 22.3 22.3 22.5 22.8 22.8 22.6 23.0 22.3 22.9 22.0 22.1 20.6 23.0 33 Nov 22.4 22.6 22.3 22.2 22.8 22.9 22.7 20.9 22.6 23.0 23.1 23.0 23.4 22.5 22.4 22.1 21.8 22.2 22.4 21.8 23.2 22.7 21.8 23.2 22.5 23.0 23.3 23.3 23.2 23.1 23.2 23.1 23.0 22.7 20.9 23.4 33 Source: Meteorology Division, Ministry of Environment, Conservation and Meteorology, June 2008 Dec 22.3 22.6 22.5 22.7 22.7 23.2 23.5 23.1 23.1 23.2 23.3 23.2 23.6 22.3 23.1 23.0 22.4 22.7 23.3 22.7 22.9 23.2 23.2 23.6 23.1 23.4 23.1 23.8 23.4 23.4 23.3 23.1 23.1 22.3 23.8 33 Average 22.1 22.3 22.4 22.3 22.5 22.6 22.4 22.2 22.4 22.6 22.6 22.6 22.6 22.2 21.8 21.9 22.1 22.1 22.2 22.6 22.8 22.4 22.6 22.8 22.6 22.8 23.0 23.0 22.9 22.9 22.9 22.9 20.9 22.5 21.3 23.3 44 Supplementary Appendix D2 Table D2.16: Monthly Maximum Temperatures (oC), Henderson Airport, Guadalcanal, 1975-2007 Station: Henderson Airport, Guadalcanal Latitude: 09o25’S Latitude: 160o03’E Elevation: 7.9 Meters Period Covered: 1975-2007 Year 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 Mean Low High Entries Jan 29.9 29.8 30.2 31.2 30.6 30.5 30.8 30.4 31.4 30.8 30.7 31.1 31.7 31.0 30.4 31.1 31.5 31.2 31.2 31.2 31.8 31.1 31.4 31.2 31.0 31.2 32.3 31.8 31.8 32.6 32.0 31.6 32.4 30.5 31.2 29.8 32.6 34 Feb 30.1 29.1 31.0 30.3 30.0 30.1 30.3 30.3 30.4 31.1 31.3 30.7 31.3 30.8 29.7 31.5 31.1 30.5 30.9 30.9 31.2 31.5 31.2 31.3 29.7 31.4 31.5 31.7 32.5 32.0 32.0 31.7 31.9 31.2 30.9 29.1 32.5 34 Mar 29.9 29.9 30.3 30.9 30.8 29.9 31.3 30.6 30.6 30.0 30.3 31.0 30.7 31.7 30.6 31.1 31.3 31.0 31.3 31.3 30.3 30.9 31.1 31.1 31.6 31.0 32.3 31.8 31.5 31.9 32.8 31.2 31.5 31.2 31.0 29.9 32.8 34 Apr 30.5 30.0 30.7 30.4 31.3 31.1 30.9 30.4 30.9 30.5 31.1 30.4 30.7 31.1 30.5 31.4 31.5 31.2 30.6 30.6 31.3 31.2 31.0 31.5 31.2 31.2 32.0 32.1 32.0 31.5 31.3 31.8 31.8 May 30.5 30.8 30.2 30.8 31.0 30.9 31.2 31.0 31.0 30.5 30.5 30.4 30.7 31.5 30.6 31.8 31.1 31.3 30.7 30.7 31.2 31.0 31.3 31.1 31.1 31.5 32.0 32.5 31.8 31.6 32.1 31.8 Jun 30.5 30.1 29.9 30.7 30.9 30.1 31.0 30.4 30.8 30.4 30.6 30.9 31.2 31.1 31.1 30.9 30.9 31.2 30.2 30.2 31.4 31.0 30.7 31.4 30.8 31.1 31.5 31.2 31.7 31.1 31.5 31.6 31.5 Jul 30.1 30.0 29.8 30.0 30.3 30.1 30.6 29.3 30.2 30.3 30.0 30.7 30.1 30.6 30.9 31.0 30.7 30.9 29.9 29.9 31.6 31.3 32.0 31.9 31.0 31.1 31.0 30.9 31.3 30.9 31.3 31.3 31.2 Aug 30.1 29.6 30.0 30.6 30.7 30.4 30.2 29.3 30.1 30.7 30.6 30.5 30.6 31.0 31.4 31.0 31.0 31.4 30.5 30.5 31.5 31.3 30.0 31.2 31.1 31.4 31.6 30.5 31.4 31.2 31.5 30.5 30.2 Sep 30.3 29.7 29.8 30.6 31.4 29.8 30.6 29.9 30.9 31.1 31.3 30.2 31.5 31.2 31.5 31.2 30.3 31.0 30.5 30.5 31.5 31.3 30.2 31.6 31.2 31.2 32.6 30.8 32.7 31.9 31.5 31.9 31.6 Oct 30.8 31.0 30.5 30.6 32.1 30.6 31.2 29.9 30.6 30.6 30.8 32.1 31.7 30.9 31.7 31.7 30.5 31.3 31.5 31.5 31.7 31.5 29.9 32.1 31.5 31.5 32.0 31.0 32.3 31.5 32.0 30.8 31.9 Nov 30.0 30.9 30.3 31.3 30.8 30.4 31.3 30.9 30.8 30.2 30.7 31.2 31.5 30.8 32.0 31.7 30.6 30.9 31.5 31.5 32.5 31.8 30.8 31.3 31.2 31.5 32.3 31.6 31.7 31.0 31.3 31.8 31.6 Dec 30.3 30.7 31.2 30.6 30.3 31.5 31.0 31.1 30.6 30.7 30.9 31.3 30.8 30.0 30.8 31.0 31.3 31.3 31.5 31.5 31.6 31.5 31.8 31.3 31.6 31.5 32.5 32.0 31.7 31.1 31.6 32.1 31.6 Average 30.3 30.1 30.3 30.7 30.9 30.5 30.9 30.3 30.7 30.6 30.7 30.9 31.0 31.0 30.9 31.3 31.0 31.1 30.9 30.9 31.5 31.3 31.0 31.4 31.1 31.3 31.9 31.5 31.9 31.5 31.7 31.5 31.6 31.1 30.0 32.1 33 31.1 30.2 32.5 32 30.9 29.9 31.7 33 30.7 29.3 32.0 33 30.7 29.3 31.6 33 31.0 29.7 32.7 33 31.3 29.9 32.3 33 31.2 30.0 32.5 33 31.2 30.0 32.5 33 31.0 29.8 32.3 Source: Meteorology Division, Ministry of Environment, Conservation and Meteorology, June 2008 Supplementary Appendix D2 45 Figure D2.5: Annual Average Minimum Temperature (oC), Henderson Airport, Guadalcanal, 1975 – 2007 Figure D2.6: Annual Average Maximum Temperature (oC), Henderson Airport, Guadalcanal, 1975 – 2007 Land Use In the Solomon Islands, 80-85% of the land and marine resources is customarily owned by family groups and clans. A tribal property rights usually extend from forested inland areas to the outer extremity of the coral reefs. Land ownership and Customary Marine Tenure (CMT) embraces far more than just resources (inclusive of fishing rights) and their functions range beyond the organization of the economic activities. CMT forms part of the framework that regulates social and political relationships and defines cultural identities. The land and marine 46 Supplementary Appendix D2 tenure system dictates that family groups or clans legally have strong rights to ownership of and decision making for their forest and inshore marine resources. The total land area of the Central Islands Province is 615 square kilometres. Most of the traditional land is used for subsistence agriculture. Settlements are found mainly along the coastal fringes. These are surrounded by coconut plantations as well as gardens of sweet potatoes, yam, pana with banana planted inland, mainly in the hills. One outstanding feature of the islands, especially the Florida group and Tulagi Island, is the presence of native forest. These places are still used as hunting grounds. Tulagi and Taroniara Point on Nggela Sule have some alienated land that was used for commercial purposes by the Russell Islands Plantation Estate Limited (RIPEL), the copra and cocoa plantation company based at Yandina in the Russell Islands. There are two small tourist resorts in the Nggela group: one at Maravagi on Olevuga Island and the other the Anuha Resort on Ghavutu. The Sasape company slipway in Tulagi is used for the maintenance and servicing of coastal vessels. The Japanese cannery firm, Solomon Taiyo (Soltai), was formally based at Tulagi but has been relocated to Noro in the Western Province. The former colonial town of Tulagi also has a number of historical sites, such as the former gallows site and the cliffs cut by Malaitan prisoners jailed for participation in the Ma’asina Ruru movement in the 1940s. There are six community high schools and 35 primary schools as well as a mini-hospital and 33 health care facilities in the province. The province has four fisheries collection and distribution centres at Semege on Sandfly Island, Yandina on Russell Island, Salesapa on Nggela Sule and at Tulagi. The province formerly had a branch of the National Bank of the Solomon Islands located at Tulagi, “but its lack of profitability has resulted in it being downgraded to an agency” (Central Province Development Profile, 2001). The land use of the immediate vicinity of the wharf site can be considered institutional exclusively devoted to the use of the Provincial Secondary School. There are no permanent commercial establishments in the area and during the two site visits in the area, only a few itinerant vendors selling bananas, watermelon and betel nuts were noticed. Most of the time, the business is conducted either in the small shed of the Siota Wharf or on the school grounds. The school complex is less than 50 meters away from the wharf. Biological Environment Vegetation Solomon Islands are dominated by lowland tropical rainforest and woody vegetation. The flora has strongest affinities with that of Papua New Guinea but with lesser families, genera and species. There is a low level of plant endemism compared to the faunal communities. A major constraint to environmental planning for forestry and agriculture is the lack of recent information on vegetation. There has been neither assessment of rare and endangered species in the Solomon Islands nor any assessment of the impact of invasive species. Table D2.17 presents the major vegetation types found in the Solomon Islands. Supplementary Appendix D2 Table D2.17. Major Vegetation Types in the Solomon Islands Vegetation type Components Tall forest dominated by Rhizophora sp.& Brugueria sp Coastal Strand Vegetation (mangroves) Low forest dominated by Rhizophora apiculata Camphosperma Brevipetiolatai dominated Freshwater Swamps/ Riverine Forest Closed canopy Terminalia brassi dominated Low open canopied - pandanus Mixed swamp forest Lowland beach forest Lowland forest Major Species Rhizophora sp.& Brugueria sp. dominated Impoea, Spinifex, Canavalia, Thuarea, Cyperus, Scaevola, Hibiscus, Pandanus, Tournefor tia, Cerbera, Calophyllum, Barringtonia, Terminalian and Casuarina Rhizophora apiculata dominated Impoea, Spinifex, Canavalia, Thuarea, Cyperus, Scaevola, Hibiscus, Pandanus, Tournefor tia, Cerbera, Calophyllum, Barringtonia, Terminalian and Casuarina Campnosperma breviopetiolata Inocarpus fagiferus, Eugenia tierneyana, Barringtonia spp., Calophyllum vexans, Pterocarpus indicus Terminalia brassi, Inocarpus fagiferus, Eugenia Eugenia tierneyana, Inocarpus fagiferus, Er ythrina orientalis and Pandanus Inocarpus fagifer, Syzygium tierneyana, Intsia bijuga, Barrington racemosa, Callophyllum vexans, Pterocarpus indicus, Campnosperma brevipetiolata, Terminalia brassi Ipomoea pescaprae, Canavalia rosea, Virna marina, Wollastonia biflora, Barringtonia asiatica, Callophyllum inophyllum, Cerbera manghas, Heritiera littoralis, Intsia bijuga, Terminalia catappa, Casuarina equisetifolia Locations Isabel, New Georgia, Malaita, Makira, Eastern Guadalcanal Isabel, New Georgia, Malaita, Makira, Eastern Guadalcanal Widespread in most islands, New Georgia Widespread in most islands, New Georgia Widespread in most islands, New Georgia Widespread in most islands, New Georgia Widespread 47 48 Supplementary Appendix D2 Vegetation type Components Major Species Locations Lowland forest - mixed sp. Calophyllum kajewski, Callophyllum vitiense, Eleocarpus sphaericus, Enospermum meddulossum, Gmelina molucana, Maranthes cor ymbosa, Parinari solomnensis, Pometia pinnata, Dillenia salmononensis, Schizomeria serrata,Terminalia calamansanai Widespread Camphosperma dominated lowland forest Camphosperma Breviopetiolatu Widespread Source: Draft State of the Environment Report, Ministry of Environment, Conservation and Meteorology, June 2008 Coastal strand vegetation (saline swamps) are found on lands subject to inter-tidal flooding, such as estuaries and foreshores. These are primarily mangrove areas that occur on 2.3% of Solomon Islands land area and are poor in species diversity (dominated by Bruguiera spp. and Rhizophora spp.). Extensive areas of this vegetation type are found on Isabel, New Georgia, Malaita, Marovo lagoon, Makira and east Guadalcanal. Saline swamps play critical roles as food and cultural resources for rural communities. Riverine forests (freshwater swamps) are characterized by mixed herbaceous species, palms, Pandanus spp. and other wetland or wet ground species such as sago and rosewood. Such areas are particularly sensitive to soil compaction from logging. Lauvi lagoon area of Guadalcanal and west-central Makira are notable areas of this vegetation type. Lowland forest including hill forest is the climax vegetation and most common forest type in the country. This flora has close affinity to Malaysia, Philippines, Indonesia, and PNG although there are fewer genera and species and trees are smaller. There are 60 major tree species, twelve of which form the canopy layer. Hill forest is lowland forest found on higher slopes and well-drained sites. It has a Pometia dominated canopy. Lowland forest forms the bulk of commercial forest in Solomon Islands, while the lower slopes of Mt. Maetambe in Choiseul are a good example of lowland hill forest. Marine Resources Solomon Islands reefs displays diverse and interesting reef types; from narrow fringing reefs that border high Island shorelines to rare double barrier reefs, patch reefs and atolls (Sulu et al. 2000). Some of the most beautiful and largest coral reefs occur in the Western Province where the close proximity of complex lagoon systems, raised coral and volcanic islands serves as an ideal protective barrier. There is a substantial fish resource in the country’s EEZ and the biologically sustainable annual catch level (120,000 tons) has never been attained. Fisheries and agriculture are key contributors to GDP, but subsistence agriculture is the dominant economic activity. Supplementary Appendix D2 49 There are a number of lagoons in the Solomon Islands that has a high significance to the marine environment. Some of the major lagoons in the Western Province are the Marovo and Roviana lagoons. Marovo Lagoon is the world’s largest and has the best-defined double barrier enclosed lagoon system. A result of geo-tectonic, reef building and island arc system processes, the double barrier lagoon is a result of volcanic processes of the Pliocene and later Pleistocene, with volcanic activity continuing at Kavachi. The lagoon is bounded to the north and east by a string of barrier islands that has formed from elevated reefs 15 to 25 m above sea level. In the southern end, these islands form a double chain separated by water up to 80 m deep. Comprising sand cay complexes, estuarine complexes and barrier islands as its major habitats, the result is internationally significant world-class marine biodiversity. With a total sea area of approx. 1.6 million km2 and a coastline extending over 4,023 km, Solomon Islands is amongst the countries having a bigger share of the ocean space, thus the diversity of potential resources. Marine resources have been an important component of the socio-economic livelihood of the people. The marine resource of Solomon Island is also the most extensively researched and studies resources. This because of a majority of Solomon Islanders lives on coastal areas and is heavily dependent on marine resources. The country marine resources are also important commercially and are a significant contributor to the national economy. Algae is a major marine flora that play a very important role in coral reefs, especially as primary producers, in cementing coral reefs and as shade for coral benthos during sunny weather (Wilkinson and Buddemeier 1994). The most common edible seaweed Caulerpa racemosa (Ime-pronounced eeme) can still been seen in fish markets in the Solomon Islands. In terms of pelagic fisheries in Solomon Islands, skipjack, island bonito, yellow fin, albacore and big eye tuna are the more important commercial species, with skipjack being the most abundant and economically important species. The richest tuna fishing grounds, the waters of the Main Group Archipelago, which includes the Island Group of New Georgia, have been declared as an exclusive reserve for pole-and-line vessels although it is known that other commercial vessels regularly poach in these waters. Pole and line, purse seining, and long lining methods of fishing commonly catch tuna. Although pole-and-line fishing is generally regarded as more environmentally friendly than other methods, it still can cause adverse impacts. Solomon Islands label produces a “dolphin-free” catch, which can be marketed at a premium as compared to tuna caught by other methods. Commercial vessels entering near shore waters to capture baitfish have been blamed for depleting baitfish resources and causing damage to reefs, especially around Marovo and Roviana Lagoons in the Western Province. Marine resources information specific to the site are not available at the time of the impact assessment. Forestry Resources There is continuous forest destruction mainly through shifting cultivation and commercial logging. Up till 1997, logging has accounted for about 45-55% of the total foreign exchange and 20-30% of government revenue. The annual rate of extraction is about 750,000m3, which is essentially triple, the sustainable level. Presently, the government policy is aimed at restoring the logging rate to sustainable levels. Table D2.18 presents Summary of Current Forest Areas in Solomon Islands, URS 2006. 50 Supplementary Appendix D2 Table D2.18: Summary of Current Forest Areas in Solomon Islands, URS 2006 Province Guadalcanal WESTERN Isabel Malaita Choiseul Makira Temotu Rennell Central TOTAL (HA) TOTAL (%) Non Commercial Forest And Cleared Land 460,600 359,500 297,000 373,200 228,300 295,400 63,100 41,900 55,100 2,174,000 77% Unlogged Commercial Natural Forest 40,200 49,500 56,700 28,900 82,900 17,400 19,900 24,000 5,700 325,200 12% Logged Over Commercial Natural Forest 37,600 120,700 68,800 18,600 18,600 9,000 1,500 0 3,600 278,400 10% Plantation Total Area 300 21,800 300 1,300 400 100 3,200 0 100 27,600 1% 538,700 551,500 422,800 422,000 330,200 321,900 87,700 65,900 64,500 2,805,200 100% Source: Draft State of the Environment Report, Ministry of Environment, Conservation and Meteorology, June 2008 The biggest users of customary land at present are the logging companies. Western Province has both the largest area of commercial forest and the highest number of logging operations in the country, with logging taking place on both alienated and customary-owned land. Many of the logging licensing arrangements and actual operations reputedly fails to conform to the relevant regulatory requirements. Economic Development Agriculture Most of the province’s economic activities are within the primary industry sector. Two major components of the agriculture sector practised in the province are plantation estates and smallholder farming. RIPEL, the major plantation estate, is based on the Russell Islands. The major crop produced on the Russell Islands group is copra. The province was the major copra producing area in the country. The largest plantation areas are at Yandina, Sandfly, Nggela Pile and Nggela Sule and South Savo. Coconut. CEMA, the copra export and marketing authority in the Solomon Islands, in conjunction with the Ministry of Agriculture, originally set up three copra-buying centres at Niumara on Nggela; Leboni and Kuila, Savo. CEMA also planned to set up two other centres but only one, located at Vilanimara, was completed. The other copra-buying centre was to be on Buenavista Island. The CEMA buying centres collapsed in 2001-2002 but the authority continues as a licensing agency. Copra production has fluctuated mainly as a result of a “slump in international commodity prices” (Central Province Development Profile, 2001:19). In addition to the plantation estates that produce copra, 46 percent of rural households also participated in the production of copra for cash. It has also been reported smallholders have greatly reduced their copra production since 2001. This is thought to be mainly because of low purchase prices from CEMA and high production costs. In an effort to improve the quality of copra processing, the provincial agriculture division of the province has installed 41 kukum driers. Funded by the European Union through the Farmer Supplementary Appendix D2 51 Support Program (FSP) this resulted in an increase of copra production. However, CEMA was unable to buy all the produce and consequent production declined. Copra production is important to the communities, especially to small households as a means of generating income. Cocoa. Major cocoa producing areas in the province are Yandina on the Russell Islands, Nggela Pile and Sule and along the Siota Passage between Nggella Pile and Nggela Sule. Soil type and flat land in these areas are suitable for cocoa growing and growers sell their cocoa to private exporters based in Honiara. It has been reported that there is greater potential for production, but the lack of local markets and transportation is detrimental to increased development of the industry. Spices. No information is available for the production of spices in the province. Nevertheless, one can find samples of spices being sold by Central Islanders in the central market in Honiara. Ginger, in particular is widely used by local people to flavour their food. Rice. The potential to grow rice both commercially and for home consumption was originally considered for Savo, with its rich volcanic soil. The island is also free of rice pests. The province had been very supportive of this project but there is no market for locally grown rice at present. The people originally involved in rice cultivation lost interest because they did not see any economic benefits attached to the industry. Livestock. Various livestock projects have been funded by the Farmers Support Program (FSP) between 1999 and early 2000. Goat, piggery, broilers and layer chicken and duck projects were all promoted. All, except the goat projects based at Yandina and Hakam and the duck projects, failed. The major cattle farm operated by RIPEL had to be curtailed due to industrial action by workers. All the small livestock projects failed because of the lack of basic management skills, limited understanding of budgeting and financial control and lack of training in animal husbandry. Furthermore, no refrigeration or butchery facilities exist at Tulagi. Even RIPEL with 2000 head of cattle on its plantations did not have an abattoir. Difficulties related to the high cost of transporting product to Honiara have also contributed to the loss of interest in these projects. Honey. Sixteen honey production projects were also funded by FSP in the province. None of them have survived. The major contributing factor to the failure of the honey industry is a lack of local and overseas markets. Forestry The small size of the islands makes their forests commercially unviable. Only small-scale sawmilling operations and traditional use of the forests are undertaken. In the Russell Islands, Mavin Bros Ltd has already logged the native forest. Although the logging operations of the Tropical Resources Development Company, in the western area of Nggela Sule, generated revenues for the province, the company failed to establish a reforestation program. The women, especially those of Nggela Sule who were interviewed for this report, said they are very much against logging as it causes major soil erosion to the gardening, the depletion of general firewood trees and the drying up of natural spring water, used for domestic consumption. Fishing People in the Central Islands Province undertake fishing for both home consumption and commercial sale in the local and central markets. The industry has considerable potential for further development. There were four fisheries collection and distribution centres in the region. One was at Semege on Sandfly Island, one at Yandina on the Russell Islands, one at Salesapa 52 Supplementary Appendix D2 in Nggela Pile and one at Tulagi. Currently, none of these fisheries centres is operating. The problems faced by the fishery centres can included a lack of financial and logistical support, poor management and political interference. The establishment of these fisheries collection and distribution centres was done in phases funded by the European Union (EU). At first, the centres were used for training fishermen and then the centres became the bases for the collection of revenue. The provincial government then used this revenue for other purposes. As there were no back up services, essential for the survival of the centres, when equipment became old and maintenance was required, there was no one available to service them. When the buildings required repairs there was no money available. The EU then extended funding to the centres as a third phase of their donor assistance package. Again the centres were allowed to fall into disrepair. In addition, in the third phase of the project, fishermen had to pay for the use of centre facilities and equipment, improve the management of the centre, and assist in its marketing role. The aim was to privatize the centres eventually. It appears that the features of phase three of the program failed to be implemented successfully because other problems developed. There was a critical lack of back-up services and the management staff was essentially just revenue collectors with no skills in fishery management. The Japanese International Cooperation Agency (JICA) also extended help to the province by providing two generators and one ice making machine and so one centre was making ice but had no access to a fish market. After the generator broke down, there was no one to service it and no money to get it fixed. During a meeting with Divisional Heads at Tulagi, it was apparent that political interests at both national and provincial levels play a major role in blocking many development projects and hinders much needed improvements in service delivery in the province. Industry The Central Islands Province used to have some of the major commercial economic activities in the country. These were the: RIPEL plantation, Taiyo Tuna Cannery and the Sasape Marine Limited. The economy of the Province suffered when the cannery relocated to Noro in Western Province in 1988 and the plantation closed in 2005. There are no manufacturing industries in the province. There are prospects for jewellery making from sea shells, black coral and trochus found in the sea around the islands. Financial Institutions The National Bank of the Solomon Islands used to operate a branch at Tulagi. This was burnt down in 2003 during the Tensions. As a result, the bank has been downgraded to an agency located in the Church of Melanesia headquarters. The post office has agents on Tulagi and the Russell Islands. Some local credit unions operate in the province (Central Province Development Profile) but there is little formal financial assistance available to provincial residents. Subsistence/Informal Economy Approximately 85 percent of Solomon Islanders still practise subsistence horticulture. They grow root crops, bananas, pineapple, ngali nut, fruit trees and harvest coconut primarily for home consumption, and sell the surplus for cash. In the Central Island Province, 80 percent of people are subsistence agriculturalists. Proximity to the central market in Honiara means that people from the Central Province are theoretically in a good position to be able to sell perishable Supplementary Appendix D2 53 commodities such as fish, lobsters, fruit, chickens and crabs. However, transport to the markets is poor and there is no collective buying organization that can assist isolated communities with marketing strategies. Services Businesses operating in the province include the National Fisheries Limited, Sasape Marina Ltd., RIPEL plantation, Taroniara Shipyard, Aviavi Slipway, Maravagi Resort and Vanita Rest House. The Mothers’ Union and Women’s Resource Centre in Tulagi, built by CSP in 2003, is a new development that offers accommodation and a conference room for hire. People in the province have expressed a desire for a full-time business advisor to help with the establishment of small businesses, to teach management and simple budgeting and book-keeping skills. Tourism The Solomon Island government acknowledges the need to develop a viable tourism industry in the Central Islands Province capitalizing on a number of positive factors. Central Islands Province is located close to Honiara City with its hotel and airport infrastructure. The natural beauty of the sea and islands in and around Iron bottom Sound is an attraction as are the sites of numerous World War II shipwrecks and relics. There are also good, safe dive sites off Tulagi and the Nggelas. There is volcanic activity on Savo and unusual wildlife and hot springs. Coconut crabs are available on the Russell Islands. As well there is still a dynamic, rich cultural life among the local communities in the region. However, the level of service is low, staff are largely untrained and infrastructure, such as transport, hotels, restaurants and roads, is secondclass. Furthermore the region competes with much more developed areas such as Vanuatu, Fiji and north Queensland. Five resorts had been developed in the province (Map 6). These included Maravagi and Anuha on Nggela, Lengalau on Savo, the Plantation Resort on the Russell Islands and the Guest House on Tulagi. Lengalau has been closed since it was destroyed during the Tensions. The Plantation Resort has been closed since the strike on the islands. The small Government Rest House in Tulagi has also been closed due to disrepair. However the new Mothers’ Union rest house provides accommodation for casual visitors. Maravagi is the only major resort development that is still operational. It is particularly popular with the expatriate community of Honiara as it is close and therefore easily accessible by boat and provides a clean and comfortable place to relax away from town. It has been reported that a group of local people are “establishing an association to develop tourist attraction based on the heritage of the province” (Central Province Development Profile, 2001:25). Trade There are no records available to show that the province has established trade links with any offshore country, though it has numerous small businesses, like trade stores and canteens in all the islands. These small businesses often fail because of the poor financial and management skill of the operators. The small businesses are treated like subsistence crops: owners and their families use the resources and profits for daily activities such as food and other domestic needs. There is generally little understanding of concepts such as forward planning, long-term saving or bookkeeping techniques. The province has a central business unit, the Central Province Development Authority, established under provincial legislation in the 1990s. However, although the Board members 54 Supplementary Appendix D2 were appointed, the organization was not effective. There is little information available on its current activities. Employment and Income Distribution Only 28.4 percent of the people in the province are engaged in paid employment. About 6 percent of the working age population are actively seeking paid employment. This also reflects the lack of opportunities available for residents in the province. In formal terms, 71.5 percent of the working age population can be stated as dependants. They rely on the 28.5 percent in paid employment for financial assistance. However, those not engaged in paid employment, especially the 33.6 percent engaged in subsistence activities actively support families with garden foods or fish and may market foods locally for cash. Although only a small proportion of the population receives some sort of regular, formal salary, many people who are not engaged in paid employment receive income through the informal economy. The problem for the Solomon Islands, and the province itself, is that only the formal sector pay direct taxes. While this dual economic structure supports the foundations of the national economy, it cannot contribute towards major economic development without dependence on foreign aid and donor country support. Table D2.19: Central Islands Province Employment Structure Category Male Female Total Unemployed (seeking work Employed in paid work Not working (engaged in subsistence activities) Not working (at school or retired) Not stated Total 503 260 763 Percentage of population 5.8 % 2,686 1,741 1,054 2,688 3,760 4,429 28.5 % 33.6 % 1,833 2,262 4,095 31.1 % 68 6,831 72 6,336 140 13,167 1.0 % 100 % Infrastructure Roads. The province has a limited road network. The whole province has a total of 127 kilometres of road built primarily to provide better services to the rural people. Roads built on Savo and the Nggela islands were meant to provide better services to rural people in order to foster rural development. These roads are mainly tractor trails. Through observation, it was apparent that only two vehicles were using the roads on Tulagi. The roads are generally not in good condition and serviceability. Savo has a road running around the whole island. Mbanika, in the Russell Islands, is well served with a road system that links all the copra estates on the island. Both Nggela and the Russell Islands also have some serviceable logging roads. All roads currently require maintenance and repair simply because these have been overgrown with vegetation for lack of using vehicles. The roads were meant to provide easy access to villages for the transportation of their small-holder copra and root crop production to the nearest wharf. Air Transport. Although there were two airstrips in the province, both have been closed. The one at Yandina on the Russell Islands has been closed due to industrial dispute when RIPEL Supplementary Appendix D2 55 workers went on strike; and the airstrip at Anuha off Nggela. The Anuha Resort has been closed since the 1980s. It was a means of income to the land owners and for the province. Sea Transport. For the three island groups, the main transport is by sea. Three different shipping companies including Sasape Marine Limited, the Florida Shipping Company and the Wings Shipping Company service Nggela and the Russell groups. The people of Savo depend entirely on the use of outboard motorboats (OBMs) to travel to and from Honiara and other centres. The communities on the Russell Islands and on the Nggela Islands also use OBMs for almost all their travel round the islands and to and from Honiara. Sasape Marine Limited operates a service three times a week between Honiara and Tulagi for passengers and cargo supplies. The Church of Melanesia also provides regular shipping services between Honiara and Taroniara on Nggela Sule. In addition, the Florida Shipping Company, with its one ship, provides a weekly service between Honiara and the different parts of Nggela. The Wings Shipping Company serves the Russell Islands on its weekly trip to the Western Province. The people of Savo, who are not served by any shipping company, are totally dependent on outboard motor boats (OBMs) to travel to Honiara and other provincial centres. The communities on the Russell Islands and on the Nggela Islands also use OBMs for almost all their travel around the islands and to and from Honiara. Tulagi has substantial boat traffic and a number of wharves. The National Fisheries Department has two wharves on the island. Overseas shipping companies and the other by local shipping firms uses one. A state-owned enterprise has three wharves at Tulagi: Base 1 is the marine base for Solomon Island government; Base 2 is the companies’ base; and Base 3 is the main headquarters. There are other jetties and wharves throughout the province. These are located at Leitongo on Sandfly/Buenavista Island; at M’Boromole on Nggela Sule, at Siota on Nggela Pile, and at Hakama on Nggela Pile. In the Russell Islands, the Yandina wharf formerly served as an international port for overseas ships. The wharf now belongs to RIPEL and was well maintained until the recent dispute between the company management and the employees over pay and conditions. There was another wharf at Nukufero but that has not been used since 1998 due to disrepair. Although the Central Island Province was well supplied by infrastructure, much of it is now in disrepair. Outboard motorboats and even village-built canoes have limited space for carrying products for export and for sale at the Honiara market. The cost for hiring local transport is very high. Therefore, though people from the province have the comparative advantage of being closer to Honiara, they are still disadvantaged by the poor transportation services. Telecommunication The provincial capital at Tulagi has a telephone exchange. Other telephone services are available at Aviavi and Yandina on the Russell Islands and at Taroniara on Nggela Sule. Radio VHF two-way systems are used wherever Telekom facilities are unavailable. These systems are used mainly in clinics, fisheries centres and the provincial sub-stations at Dede, Salesapa, Semege, Leitongo, and Maravagi (all on Nggela) and at Panueli on Savo. There are only two post offices in the whole province: one at Tulagi and one at Yandina (Central Province Development Profile, August 2001: 14-15). Energy There are no fast flowing rivers on any of the islands that are suitable for mini hydro-power generators. Though solar power is a viable option, this has not been widely used. In the rural 56 Supplementary Appendix D2 areas, the major sources of energy are firewood including coconut husks, kerosene and, in a few cases, bottled gas. On some small islands, like the Russell Islands and Savo, and on the more closely populated small islands of Nggela, people have to go far inland to get firewood and the sources of good firewood are being exhausted. The following table shows the sites of diesel generators used for private and public electricity generation. Table D2.20: Sources of Energy in the Central Islands Province Site Tulagi Yandina Taroniara Siota Maravagi Aviavi Type of Power Diesel Generator Diesel Generator Diesel Generator Diesel Generator Diesel Generator Diesel Generator Ownership Provincial Government RIPEL Plantation Church of Melanesia Siota Secondary School Maravagi Tourist Resort Markworth Company Social and Cultural Environment Social Groups – Tribes/Sub-tribes Most people who live in the Central Islands are Melanesians. Similarly to the people of Guadalcanal, Central Islanders inherit land through matrilineal descent. They also practice general Melanesian cultural traits such as respect for the bigman system of authority. Men, women, boys and girls all have their specific gender roles to play within the family and the community. Linkages to common ancestors and to the clan and tribal lands play significant roles in how people relate to each other. Each tribal group knows the legends that detail their people’s origin and the nature of the discovery of the islands that they inhabit. These legends are passed down through the generations. The tribes also know the importance of their totems and their places of customary worship. These two items, plus an in-depth knowledge of clan and tribal genealogy, are essential elements in any potential land disputes. A clan that is able to trace their genealogy and can show the place where the platform for sacrificial worship of their ancestors was located will be able to demonstrate strong evidence of land ownership. A person from one tribe would normally marry into another tribe. The marriage bond between the two tribes has strong land rights tied to it. For example, a woman marrying into another clan will gain land use rights for her children on her husband’s tribal land. Her daughters however will be the ones to inherit her tribal lands. Inheriting land or land use rights from both parents is an advantage to children in terms of modern development. It gives all members a say in the future use of their tribal lands. Some people continue to use traditional healing and herbal medicines. Herbal medicine, properly regulated, may be a potential source of cash to people in the communities. Clan and Language Mapping Different languages are spoken on the three island groups. Gela is spoken on the Florida Islands (Nggela group), on Savo and on parts of north Guadalcanal. Lavukaleve, Laube and Lavukal are spoken on the Russell Islands but Savosavo is spoken only on Savo. The people of the Nggela islands all speak the same language, which linguistically belongs to the proto- Supplementary Appendix D2 57 Oceanic, Austronesian languages. The languages spoken by the indigenous people of Savo and the Russell Islands are non-Austronesian. Population Fifty-seven percent of young people aged between 5–19 years are still in school. The cost of supporting children in school, paying fees, purchasing uniforms and other necessary items is too high for most rural households with limited sources of cash income. In terms of literacy, the province is doing better than most of the country with 72 percent of the population, aged 15 and over, reporting as literate. Table D2.21: Key Indicators for Central Islands Province Indicator Total population Intercensal annual growth rate Sex ratio (male per 100 females) Life expectancy at birth Males Females Crude Birth Rate 1999 (births per thousand population) Crude Death Rate 1999 (deaths per thousand population) Rate of natural increase 1999 (per thousand) Total Fertility Rate Number of households Average household size Self-reported literacy, population 15 and over Males Females Children 5 – 19 years of age attending school Males Females Disabled population Population using mosquito nets Population displaced due to the Tensions (1999), enumerated in province Household amenities Access to modern toilet facility Access to SIWA/RWSS water supply Household with electricity 21,577 2.0 percent 108 61.0 62.1 34 10 24 4.9 3,625 6.0 72 percent 82 percent 62 percent 57 percent 60 percent 53 percent 2.5 percent 59 percent 486 11 percent 61 percent 14 percent 41 percent Churches In earlier, colonial days, and especially in the rural areas, the churches were influential in people’s lives. They administered and staffed the primary schools and each of the five main churches continues to run secondary schools in the region. In the Central Island Province, the dominant church is the Church of Melanesia (COM) (Anglican). Eighty-three point three percent of people are members of the COM. Ten and a half percent of the population belongs to the Roman Catholic Church and only 4.6 percent to the predominantly Malaitan-based South Seas Evangelical Church. St Joseph’s Secondary School on Guadalcanal accepts a certain percentage of students from the Central Islands Province with most students coming from the Russell Islands and from Savo. 58 Supplementary Appendix D2 All these churches have women’s clubs and youth groups that are active in church organized activities. Currently, each of the five Solomon Island Christian Association (SICA) churches also has a youth group that is separate from the main church youth groups. A principal goal of church youth groups is to help the young focus on activities that stress Christian principles and teachings and enforce good family values and social mores. The church activities are also designed to redirect the youth away from criminal behaviour. During the Tensions many young people became deeply involved in civil disobedience and took sides in the fighting. The churches contribute extensively to social services in the country. In the absence of national health and welfare programs, the churches fulfill many needs. Provincial Services Water supply and sanitation. Water supply systems were previously the responsibility of the Ministry of Health under the Rural Water Supply Services (RWSS) but have subsequently been funded by donor agency assistance. The province then introduced a policy where 10 percent of the total cost of provision of water supply was to be met by the community concerned. Since then, no progress on maintenance and servicing has occurred. The province was meeting 40 percent of the cost of maintenance materials. The main problems with water supplies and sanitation services as recorded in the Central Province Development Profile still prevail. These include inadequate water supplies and sanitation facilities, the disrepair of many constructed water supply facilities and the consequent low (only 29.9 percent of the total population) delivery of safe water supplies. The percentage of the rural households serviced with sanitation toilets is therefore also low. Furthermore, AusAID, an organization that has contributed financially to the provision of rural water supply services in the past, has currently suspended its assistance program to the RWSS. Water supply and sanitation are both major problems in local communities. Some preliminary foundations for water and toilet facilities were seen in one village but many households fail to complete the construction of either water supply systems or toilet facilities for their own use. Although World Vision has provided toilet bowls the people are responsible for the construction of the toilet and shed and little progress has been made. There are two important factors that contribute to these problems. One is the absence of village handymen who will agree to do repairs and maintenance to the community water supply systems. The sustainability of projects is a major problem. When one travels to many villages in the region, one can see water taps and other supplies standing uninstalled. Secondly, there seems to be a lack of awareness regarding the necessity of having proper toilet systems. Currently, people continue to use the bushes, beaches and river sides. Education. The province has 35 primary schools, six community high schools and one provincial high school but no national secondary or vocational schools. The provincial government runs all these schools with financial assistance from the national government. The total number of students is approximately 7,000, one third of the total provincial population. Out of this total, 4,000 are primary school students, 2,200 are community high school students and 500 are provincial secondary school students. There are 250 teachers with a teacher to pupil ratio of 1:28. All teachers have been seconded from the national public service (Central Province Development Profile). There are a number of problems faced by the provincial education authorities: Since the Tensions many older students have returned to school. added further strain to the already limited resources and facilities. This has Supplementary Appendix D2 59 There is a lack of trained and qualified teachers. Sixty-six percent of the teachers are untrained teacher’s aides while only 34 percent are fully qualified. The teacher/student ratio is increasing as the population of school aged children increases. The percentage of unplaced pupils at Form 5 level is high. There are no rural training centres or vocational colleges to absorb the unplaced pupils. There is gender disparity in school attendance. Fifty nine percent of students are males and 41 percent females. This gap increases as the students progress to the senior secondary forms and then on to tertiary level. The percentage of children attending school at early ages is very low due to the lack of early childhood education facilities. The above list documents the poor state of education in the Central Islands Province. The problems caused by the lack of qualified teachers cannot be overemphasized. This probably contributes to the high percentage of unplaced students especially at Form 5 level. Training and upgrading skills for teachers is urgently needed. More young people from the province need to be educated at teacher training institutions such as the Solomon Islands College of Higher Education (SICHE) in Honiara, the University of the South Pacific in Fiji and the University of Goroka in Papua New Guinea. Although the School of Education at SICHE can only absorb 400 new enrolments every year, they receive over 6,000 applications for the 900 places available in all their schools. Selection is strictly based on merit. If students from the Central Islands Province are taught by untrained or even partly trained teachers who lack indepth knowledge and understanding of the contents of the secondary school syllabus, then the local students are disadvantaged when applying for the limited number of tertiary places. The gender disparity issue is deeply rooted in culture. Many rural people still consider that the proper place for girls is in the home looking after the children and the gardens and caring for the animals. Girls are usually the first to be taken out of school if there are family problems or financial difficulties, especially those related to the cost of keeping children in school. As girls move on to senior, even to tertiary level, their attrition rates increase. Health. The province has 10 clinics and one village aid post. Five of the clinics belong to the provincial government; two to churches and three are managed by employers. In addition the only mini-hospital has no doctor and there are acute cases of respiratory infection, malaria and diarrhoea. It is difficult to attract doctors to mini-hospitals due to their poor resources and lack of facilities. Most health services in Yandina had been provided by the Russell Islands Plantation Estate Limited (RIPEL). When the RIPEL employees went on strike, all activities in the clinic ceased. The clinic is currently no longer functional. There are no medical supplies available and no freshwater is supplied to the clinic. No proper patient diagnosis can be done because of a lack of proper equipment. Medical advice and supplies are given on the basis of experience and assumption. There is no logistical support and no infrastructure maintenance undertaken and women are forced to deliver their babies at home. The main work of the Health Education Department is the conduct of awareness programs in order to prevent the breakout of such common illnesses as malaria, dysentery and communicable diseases. Due to a lack of logistical support health department officials no longer visit communities in the region. The exact nature of the national government’s health 60 Supplementary Appendix D2 grants to provinces is uncertain. If the grants were sent, then they do not seem to be reaching the departments concerned. The contributing factors to the health problems of the province are therefore: Poor housing Lack of proper sanitation Inadequate water supply Less than adequate health infrastructure Few trained and qualified health staff High incidence of malaria Major Settlement In all three-island groups, most villages are found along the coasts. This enables easy access to coastal transport, to fishing grounds and to other products. The sea also serves for washing, sanitation and recreation. Settlements are generally spread evenly around the islands. The Central Province has a population density of 34 people per square kilometre: one of the highest in the country. Some attributing factors are settlers from other provinces including large numbers of Malaitans who have settled in Nggela and RIPEL employees who have decided to settle permanently in Pavuvu. In the past there had also been government schemes to resettle people to the Russell Islands to work on the plantations and there has been considerable inbound and outward migration in the province: Savo people have also moved to the Russell Islands and Nggela. The most populated parts of the province are on Sandfly/Buenavista Island, on southwest Nggela, on west Nggela, at Banika in the Russell Islands and on Savo. The latter is overpopulated due to the limited land available on the island. Most indigenous Russell Islanders live on small offshore islands in the western and northwestern parts of Pavuvu. There is considerable resource conflict between indigenous Russell Islanders and settlers. Anecdotal evidence indicates that Savo has high levels of temporary outward migration by people who go to work in Honiara for a short period and then return to the island (Solomon Islands Sustainable Rural Livelihood, and Broad/Based Growth Strategy, 2004, Vol.2). Government Structure and Processes Until 1974 the islands of Rennell and Bellona to the south, as well as Savo, the Florida Islands of Nggela Pile, Nggela Sule, Olevuga and Vatilau (the Sandfly/Buenavista Islands) and the Russell Islands were administered by separate area councils. All these islands were then amalgamated into the Central Islands Province. In 1992, the southern islands of Rennell and Bellona became the Rennell-Bellona Province. Provincial Government Structure The administrative headquarters of the Central Province is Tulagi which, until its destruction in the Second World War, had also been the colonial capital of the British Solomon Islands Protectorate. During the period of British administration the Florida and Russell islands had been part of the Guadalcanal and Central Islands District. The islands that now comprise Central Province are physically and culturally dispersed. Administration and communication links and service delivery are difficult for the chronically under-resourced provincial government. Supplementary Appendix D2 61 The provincial political structure is currently unable to deliver services to the people. The structure is costly for a small, isolated, financially constrained, local government. There are five electoral zones in the Florida group (including Tulagi) as well as two each in Savo and the Russell Islands. The elected members choose the Premier who is the political head of the province. The Premier then chooses the executives responsible for ministerial portfolios. Currently, there are nine members who form the provincial assembly, but of that nine, five form the executive group and four constitute the opposition (Central Province Development Profile, 2001: 7). As in other provinces, there is a Provincial Secretary who is accountable to the Premier and the Executive but who is a member of the national civil service. The Central Province depends totally on the national government for finances to fund services to the people. The national government provides monthly grants to help the administration perform these services and also pays the salaries of the teachers, nurses and police officers working in the province. Substations are significant components of the provincial government structure. They are the focal points of services to the village people because of their location at a central place within the population catchment areas. The abolition of the Area Councils, initially considered a substantial cost saving measure, has left a major gap in communication between the village people and the national and provincial governments. Customary Modes of Government As in Guadalcanal, the most culturally influential people in the province are the bigmen, although they are more commonly referred to as Chiefs these days. The bigman structure is a traditional political organization that existed before colonial times. These men played an important role in managing local political situations, in negotiating inter-tribal agreements, and in resolving conflicts and other disputes. They are now responsible for overseeing the village justice system and are still regarded as the formal representatives of the people in the public domain. They endeavour to uphold and enforce traditional cultural practices in the communities. Harmonious village living has become especially difficult following the recent Tensions when traditional authority no longer commanded respect. This respect formed a fundamental aspect of social stability and was the basis for the strong bonds that existed between elders and youth. One key indication of the strength of social bonds was apparent when young people were seen not speaking in front of elders. It will take some time for traditional values to be strengthened again. 4. Screening of Potential Environmental Impacts and Mitigation Measures The environmental quality of the project site could be affected from project activities during each phase of project development (pre-construction, construction and operation phases) if environmental management measures are not properly followed. This section provides an assessment of the positive and negative impacts on the physical environment in the immediate vicinity of the study area resulting from the development of the project, and the corresponding mitigation and enhancement measures to mitigate such negative impacts. Based on the description of the proposed project, its probable impacts have been identified, predicted and evaluated. Screening of potential environmental impacts was done using the ADB Rapid Environmental Assessment (REA) Checklist for Ports and Harbors, in lieu of a specific REA Checklist for Wharves (See Annex D). The outcome of the screening process was used to determine the impacts of the scope of work associated with the construction and operation of the Subproject. 62 Supplementary Appendix D2 The screening process found that environmental impacts arising from the proposed rehabilitation of the Siota Wharf are not significant and can be managed. Table D2.22 presents the matrix reflecting a summary of environmental impacts and significance for the various works associated with the construction and operation of the wharf Based from the description of the proposed Subproject, its probable impacts have been identified, predicted and evaluated. Table D2.22: Summary of Impacts Project/ Activity Environmental Impacts Mitigation Measures Significance Level with Mitigation DESIGN / PRE-CONSTRUCTION PHASE Site clearing for temporary camp for offsite skilled workers and admin office • Vegetation removal • Solid and sanitary waste generation • Noise and dust generation • Negotiate with landowners for camp site that has no trees • Provision of camp sanitary facilities and solid waste bins • Hiring preference to local workers • works limited only to day time (8:00AM – 5:00PM) • • • Insignificant Insignificant insignificant CONSTRUCTION PHASE Removal of old wharf head and causeway debris • Sediment resuspension • careful removal of debris • Insignificant Disposal of old wharf head and causeway debris • Improper debris disposal • causeway debris will be spread in the right side of the shoreline; concrete deck will be reused as far as possible as flooring for a small wharf shed • • Insignificant Pile driving • Noise generation • Third party inspection of equipment in Honiara before deployment; • Installation of noise shields on equipment, provision of noise protection ear muffs to construction workers; works limited only to day time • • Insignificant Insignificant Installation of causeway and deck-piled wharf • Minor Increase in turbidity • Construction debris generation • Visual monitoring and regular housekeeping in the work area; accurate estimates of required construction materials to avoid wastage • Insignificant Use of fuel and other hazardous materials • Risk of contamination of land and water body due to leaks and spillages • Provision of properly contained areas for fuel and other hazardous materials in land or barge; oil and grease traps will be installed in drainage systems of the following areas: workshops, vehicle and equipment maintenance, and fuel storage. • Insignificant Employment of workers • Workers from other places may take jobopportunities • Employment and livelihood opportunities for local population • Giving hiring preference to local skilled workers and employing local workers for unskilled positions; • Locals will be encouraged to develop small enterprises to cater to requirements of the workers • Insignificant OPERATION PHASE Supplementary Appendix D2 Project/ Activity Environmental Impacts Mitigation Measures Port operations • Risk of water contamination from discharges of vessels • Disposal of solid wastes from vessels • Employment opportunities for local population • Vessels will not be allowed to discharge liquid and solid wastes at the port; enforcement of MARPOL 73/78 for berthing vessels • Locals may develop small shops/ enterprises to cater to requirements of the workers 63 Significance Level with Mitigation • • Insignificant Insignificant Impacts and Mitigation During the Pre-construction Phase Landform/Geology/Geo-Hazards During the pre-construction phase of project implementation, it is projected that activities attendant to the development will have no impact on the landform and geologic processes (floods, erosion and deposition). The implementation of these activities would not result to the modification of regime, land transformation and construction. Soils Site preparation works during the pre-construction stage of the project would involve the establishment of temporary camp for workers and minor clearing works in the old wharf site. The scale of these works is relatively minor and will have no significant impact to the receiving environment because no earthmoving works will be required during the establishment of the camp. Water Quality Potential contamination of the marine waters may occur as a result of the establishment of the temporary workers facilities and the minor clearing works in the old wharf site. Domestic wastewater and solid waste from the camps may inadvertently be discharged/ dumped into the surrounding waters. It is also projected that an increase in turbidity levels of the waters in the old wharf site may occur resulting from minor clearing works that will be involved. This impact is temporary in nature and insignificant in scale and any slight increase can be immediately dispersed by the active wave and tidal movements in the channel. The temporary camps shall be provided with sanitary disposal facilities that will address the generation of domestic wastewater and proper solid waste management practices shall be institutionalized in the work camp. Silt traps shall be established around areas identified for clearing to prevent siltation of the surrounding waters. Air Quality The establishment of the temporary camps and the minor clearing works in the immediate vicinity of the old wharf may cause temporary increases in the concentration levels of Total Suspended Particulates (TSP). The generation of SO2, NO2 and other gaseous materials is an unavoidable impact of the pre-construction and construction works, which is a direct result of the 64 Supplementary Appendix D2 operation of fossil fuel burning equipment, vehicles and machineries. The projected duration of this impact is short-term and is insignificant in scale. Air pollutant concentration can be easily dispersed by the active wind movement, and dense vegetation in the surrounding area. The clearing works shall only be undertaken when necessary and will be limited only to the required areas. Dust generation will be minimized and controlled by regular water spraying of exposed areas. This will also minimize the risk of the workers contracting upper respiratory diseases as a result of excessive inhalation of dust particles. All vehicles, equipment and appurtenant facilities that will be mobilized into the site shall be inspected by third parties who will certify their worthiness for the job. These shall likewise be properly maintained during the progress of the Works. Ambient Noise The activities during the pre-construction phase of project implementation may cause an increase in noise levels in the vicinity of the development works primarily due to the operation of machineries, equipment and vehicles. All equipment, machineries and vehicles shall be properly maintained and installed with mufflers. Works shall be limited only during day time (8:00AM – 5:00PM) to minimize nuisance to the nearby secondary school. In addition, the work area shall be fenced off with appropriate materials that will act as barrier and absorbent of noise to tolerable levels. Access of unauthorized personnel to the work areas shall be prevented to avoid exposure to risk of high noise levels. Workers and staff working on areas with high noise levels shall be provided with ear muffs or plugs. Terrestrial Environment Temporary camp for worker housing may have localized impacts to the terrestrial ecology of the project area since they will have to be necessarily sited away from the immediate vicinity of the wharf and the secondary school. These facilities will require clearing of terrestrial vegetation. The site for temporary housing shall be carefully selected to be limited only to areas grown mostly with grass and shrubs and the contractor will negotiate with landowners for a location that has no trees. Cutting of trees associated with this activity shall be prohibited. To further minimize clearing of wide areas, hiring from the nearby communities shall be done so that the need for temporary housing is greatly reduced. Impacts and Mitigation During Construction Construction activities of this subproject are expected not to generate significant environmental impacts due to the following: (i) it is a small rural wharf, (ii) it is a replacement work for an existing dilapidated wharf, (iii) concrete pre-casting will be done in Honiara, (iv) no dredging, and (v) short construction period of only four (4) months. Landform/Geology/Geo-Hazards During the construction phase of project implementation, the Subproject will not cause negative impacts on the immediate geologic environment and landform of the site because the works will not involve cutting, or dredging in the vicinity of the site. But due to the stone/boulder requirements for the short causeway construction, negative impacts to the geologic environment and landform of areas outside of the wharf site will be likely experienced. Existing quarries in Honiara will be utilized for the purpose and these materials shall be barged to Siota. Nearer alternative sites maybe identified but will be limited only in locations that have previously been Supplementary Appendix D2 65 quarried with government consent to localize the impact. The required volume shall be determined during the detailed engineering design phase of the project following findings and recommendations from required field surveys that will be undertaken as recommended in the Engineering Report of this project. Soils There is a potential for soil erosion and siltation of the surrounding marine waters during the clearing works especially when accompanied with rainfall; and during the construction of the short causeway. Exposed areas will be re-vegetated and soil erosion control/stabilization measures shall be established to reduce such impacts. In addition, construction shall strictly follow the alignment of the wharf elements established during the detailed engineering design to avoid affecting the coastal dynamics. Water Quality Loose soil and debris during the works may affect water quality through siltation/sedimentation, and increased turbidity of the surrounding channel waters. The operation of heavy equipment will likewise contribute to sediment generation at the project site especially when erosion and sedimentation rates are exacerbated by accompanying rainfall. Other potential sources of negative impacts include contaminants from fuel and lubricating oil (from heavy equipment, other vehicles and machineries), and the washing of mixers and other vehicles and machineries. Proper management, handling and disposition of spoils and unsuitable materials will be practiced during the project implementation to prevent siltation and sedimentation of the channel waters. Removal of causeway debris and old wharfhead can cause sediment resuspension if not carefully done. Proper storage and handling of petroleum products shall at all times be practiced in the work areas. All hazardous materials, including fuel, required during construction will be kept in a bermed area on land or in a sealed area on the barge. In addition, oil and grease traps will be installed in drainage systems of the following areas: workshops, vehicle and equipment maintenance, and fuel storage. Camps, offices and appurtenant facilities will require ample water supply both for drinking and processing. During the construction phase of the project, adequate supply of potable water will be utilized for both domestic purposes. Unsanitary discharge of sewage and other effluents from active Work Areas may potentially cause contamination of nearby water bodies. Mitigation measures shall include provision of onsite sanitary facilities either through construction of septic tanks or provision of temporary toilet facilities and strict implementation of proper sanitation practices among the workers. The proposed development will not have any adverse impact on the hydrodynamic regime and natural patterns of littoral drift in the area. The Proposed Wharf will be a T-Type Pre-Cast DeckPiled wharf with a very short causeway, mainly to connect the structure to land, and deck-piles shall be designed not to impede the flow of water and prevent accretion/sedimentation in the area. Air Quality Air quality in the immediate vicinity of the construction area may be affected by the increased activities during project implementation. There will be temporary elevated levels in the 66 Supplementary Appendix D2 concentrations of TSP, SO2, and NO2 as a result of the development in the area due to the use of diesel fed equipment and dust. Human and vehicular activity in the work areas will invariably increase, which would trigger an increase in the level of air contaminants, specifically SO2 and NO2. However, the increase is not expected to cause concentrations that will be detrimental to human health. The works to be undertaken in the work site are expected to contribute to dust generation resulting in increase levels of Total Suspended Particulates (TSP). These identified impacts are transient, temporary and short-term, thus considered insignificant. The expected adverse impact on the air quality in the area is minimal. Dust generation will be minimized and controlled by regular water spraying of exposed areas to prevent the occurrence of accidents due to limited visibility in work areas. This would also minimize the risk of the workers contracting upper respiratory diseases as a result of excessive inhalation of dust particles. Moreover, site preparation works such as clearing/scraping of topsoil and removal of vegetative cover will only be undertaken when necessary and only in identified areas. The generation of SO2, NO2 and other gaseous materials is an unavoidable impact of the construction works, which is a direct result of the operation of fossil fuel burning equipment and machineries. The operation of vehicles is also a contributory element in the production of these gases. All vehicles, heavy equipment and appurtenant facilities will be properly maintained during all the Works. Appurtenant facilities will be sited in areas where nuisance to settlement and institutional areas will be minimal. Appropriate methods and equipment will be utilized for the collection; disposal and prevention of dust as a result of the operation of these facilities. Ambient Noise The construction works would inadvertently result in increased noise levels in the area. During the Works, the operation of heavy equipment and various construction machineries are primary noise generators. It is projected that noise levels could reach from 65 to 80 dB (A) at peak times. Noise generation is another negative and unavoidable impact of the project, albeit temporary in nature. Construction work shall be undertaken only during daytime (8:00 AM to 5:00 PM). Only in extreme instances will work beyond these hours be allowed. Proper information and notification of the concerned community will be conducted to prevent disturbance and nuisance to nearby areas. The operation of heavy equipment and other appurtenant facilities will likewise be limited during daytime. In case operation beyond these hours is required, proper notification and information of the concerned community will have to be conducted to prevent disturbance and nuisance to nearby settlement areas. Vehicles, heavy equipment and other machineries will, at all times be properly maintained and fitted with noise abatement accessories to the extent possible, to minimize excessive noise generation. Whenever possible, buffers and other noise abatement measures will be established in work areas and campsites to minimize, or if at all possible, eliminate nuisance to nearby communities. Marine Environment There are no obvious occurrence of coastal and marine flora and fauna in the site and surrounding areas that may be affected by the subproject’s construction and operation. Site’s Supplementary Appendix D2 67 sea bottom consists of sands and rubbles and lacks sea bottom vegetation such as sea-grass or algae as can be observed clearly since seawater is very clear. The wharf’s immediate vicinity where the replacement structure will be situated has also no noticeable marine flora and fauna that could be affected during construction. As the wharf location has been intensively used by boat and located in a built-up area (settlement and school), there are no apparent marine biota (sea-grass, algae, coral reef, etc) or coastal vegetation (mangrove, swamp, etc) of significant value. The closest marine biota is sparse sea-grass beds located about a kilometer away. Some 3 to 4 km away from the wharf is a long stretch of reef fringe and sand bank protecting the inner waters where the wharf is located. Some mangroves located about 4 km from the wharf site will not be affected also by wharf construction. Terrestrial Environment The development works shall be undertaken in the old wharf site, which is already a cleared area, as such minimal disturbance to the terrestrial ecology of the area is expected once Construction Works commences. Clearing of vegetative cover be undertaken only when necessary so as to minimize, or if at all possible, eliminate loss of habitat of faunal communities. Disposal of Construction Debris The works would entail the construction of a new wharf which would result in the generation of construction debris. The causeway debris shall be properly distributed over the rocky part of the beach if these cannot be appropriately reused for the same causeway structure. Socio-Economic Environment The Subproject will not involve any involuntary resettlement. The rehabilitation works will be located in the same site as the dilapidated structure. It is possible that transient workers from other areas or neighboring centers may increase as a result of the development in the work sites. Furthermore, if the skills required are not locally available, workers from other areas may be employed creating a demand for additional housing. However, the contractor will be required to avoid creating social problems with the schools and surrounding communities. Workers will not be allowed to wander into the school compound and some kind of community policing will have to be put in place to prevent trespassing. Community members appointed by the community elders and endorsed by the Provincial Government will form part of the policing team. The Contractor shall give qualified local residents priority in construction employment. Workers from other places that will be hired for the project shall be provided with transportation or housing facilities. After all Works have been completed, the Contactor shall ensure that unauthorized occupants in the work area, because of their participation in the works, return to their original places of residence. Impacts Due To Operation Water Quality As a result of the operation of the Siota Wharf it is projected that contamination of the surrounding marine waters may occur. This contamination will come from bilge and ballast water of vessels berthing in the Siota Wharf. 68 Supplementary Appendix D2 MARPOL 73/78 regulations and stipulations shall be strictly enforced during the operation of the wharf. As required by the convention, vessels of 400 gross tons or more are required to (1) have an approved and operational oil and water separator on board to treat bilge/ballast water before discharge and the oil content of the effluent should not be more than 15ppm, (2) have a holding tank of adequate capacity for the ship’s operational needs to retain on board oily mixtures and oil residues, and save-alls or gutters around oil appliances and should be provided with means for transferring the contents of the tank to shore reception facilities and (3) where the alternatives 1 and 2 above are not reasonable and practicable, arrangements comprising simple oily-water separating equipment should be provided. Under the convention, vessels shall only discharge clean and segregated ballast within 50 nautical miles from land area. Moreover, vessels (400 gross tons or more or carrying 15 passengers or more) are required to have on board an Oil Record Book and a Solid Waste Management Plan. Disposal of plastics into the sea is strictly prohibited under MARPOL. These requirements shall be inspected by the appropriate port authorities prior to registration/renewal of registration, and spot checked by the port authorities for compliance. Wastes from the vessels shall not be allowed to be dumped at the wharf and surrounding waters. Air Quality During the operation of the Siota Wharf, it is projected that vessel and pedestrian traffic shall increase. However, the increase is not expected to cause concentrations that will be detrimental to human health. Equipment and vessels attendant to the operation of the Wharf are expected to be properly maintained and in good running condition always. Noise Another unavoidable consequence of the operation of the Wharf is the increase in noise levels in the area. This impact is however insignificant. Mufflers shall be installed in all equipment and vessels that will be used in the operation of the wharf. Proper maintenance of these equipment and vessels shall at all times be ensured. Vegetation buffering maybe considered to attenuate noise from vessels during wharf operation. Socio-Economic The rehabilitation of the Siota Wharf is projected to have a very positive impact on the socioeconomic environment of the area. It is envisaged that with better access to domestic shipping transport, the residents shall be able to have access to health, education and other basic services in Honiara and the other Islands. It is also projected that with the construction of the Wharf, economic development will be spurred and provision of employment and livelihood opportunities shall consequently be created. Siota Wharf has been used to transport students, goods, and people of 6 catchments villages. Improvement of the wharf will facilitate transportation, but not expected to increase the number of passengers and quantity of cargo. Therefore, the level of disturbance during operation is not expected to substantially increase. However, mitigation measures have been prescribed such as (i) making arrangements with the shipping company to schedule vessel arrivals and departures as far as possible to coincide with off-class schedules, (ii) vessels will be advised not to sell liquor during the journey to Siota Wharf to avoid unexpected problems, (iii) community will be asked to commit policing assignments and properly mandated by the Provincial Government to deter unruly behavior in the area, and (iv) selling of intoxicating drinks in the area will be prohibited at all times. Supplementary Appendix D2 69 5. Institutional Requirements and Environmental Monitoring Plan This part of the report illustrates the Subproject’ environmental management organizational structure and describes the institutional arrangements for its implementation. In addition, the environmental management plan described in the succeeding discussion also identifies the impacts to be monitored, and when and where monitoring activities will be carried out as shown in the accompanying table for guidance. Responsibilities are likewise defined and distributed to those who will carry them out. And finally, the environmental management and monitoring costs has been described and quantified. Institutional Requirements Organization Structure The Subproject’s organizational structure for environmental management shall be as shown in Figure D2.7 shown below: Figure D2.7: Subproject Organization Structure 70 Supplementary Appendix D2 Roles and Responsibilities Ministry of Infrastructure Development (MID). The MID shall have overall responsibility for the interagency coordination, preparation, implementation and financing of the environmental management and monitoring tasks required of the project. It shall assign a staff who will be responsible for the monitoring tasks as defined in the environmental management and monitoring plan. Environment & Conservation Division. The ECD will review the IEE of this Subproject and will issue the necessary approvals required by law. During construction, the MID will have ongoing consultation with ECD and may be asked to provide expert assistance where necessary during the implementation of the EMP to make ensure that on-site environmental management practices and mitigation measures applied to particular cases are undertaken to acceptable standards. Provincial Administration and Villages. Provincial Administration and Village leaders and organizations will be involved in the monitoring to ensure that proper environmental management practices shall be followed during construction, and to also ensure high quality construction results. In addition, they will assist in arranging meetings, facilitating consultation, and providing information about communities that maybe inadvertently affected by adverse environmental impacts in spite of cautious implementation. During operation, the local leadership shall actively participate in the monitoring of the condition of the wharf and report any maintenance requirements to ensure longevity of the structure. Contractor. The civil works contractor will be responsible for the preparation of a detailed (site specific) environmental management plan that will be followed during the Subproject’s implementation. It will also be responsible for implementing all environmental, health and safety activities incorporated in the EMP and compliance requirements in the procurement documents. The Contractor shall be also responsible for the appointment of an Environmental Management Officer in its construction organizational chart to ensure better coordination with MID, ECD, Provincial and Village Leaders, and other stakeholders (in this case the school authorities) who may have environmental concerns associated with the Subproject’s implementation. Considering the level of work for environmental management for this project, the safety officer or one of the contractor’s engineers (to be determined) will be assigned to also be responsible for environmental management of the Project. Environmental Management Plan This section covers the formulation and discussion of the proposed Environmental Management Plan (EMP), and environmental monitoring plan for the Subproject consistent with the requirements of the Government and of the ADB. The EMP (Table D2.10) describes the impacts, the appropriate mitigation and enhancement measures, and institutional mechanisms for implementing the proposed measures. The monitoring plan (Table D2.11) describes the parameters of the affected condition to be monitored, the location, frequency and the cost of monitoring activity. Environmental Management Plan The Environmental Management Plan (EMP) is formulated to ensure that the mitigating measures recommended to prevent or control the negative impacts of the different aspects of Subproject implementation are properly managed. Supplementary Appendix D2 71 During construction, EMP implementation will be the responsibility of the contractor with supervision by the Ministry of Infrastructure and Development (MID) through the Construction Supervision Consultants (CSC) within the project management unit (PMU) During the Operation Phase of the Project, relevant Government agencies will be responsible for the implementation of the EMP. The EMP will serve as a guidance for incorporating environmental measures to be carried out by the Contractors as supervised by the MID and other parties concerned with mitigating possible impacts associated with the development. The environmental objectives of the EMP include the following: To promote environmental protection and social enhancement; To comply with legal environmental requirements; To ensure transparency management; and To measure and report on the environmental performance of the project. and community involvement in environmental In line with these objectives, the EMP is formulated as a means of managing environmental performance. This will enable the identification of critical environmental issues; the development of action plans to address these issues, the establishment of environmental performance indicators, and raising environmental awareness among the stakeholders including the Contractors. The following issues have been included in the EMP: Temporary facilities for workers including sanitation and waste disposal; Pollution control; General housekeeping; Provision for Safety Measures/Precautions of Construction Workers; Contingency/Emergency Response Plan; and Demobilization Contractors’ Environmental Management Plan All contractors that will be hired for the project shall be properly oriented by the MID on the basic principles of environmental management and monitoring and advised on the pertinent environmental requirements and covenants of the Government. The Contractors will be required to prepare individual updated EMP specific to their awarded contract area based on the IEE. This shall be submitted to the MID for review, concurrence and approval. Temporary Facilities for Workers including Sanitation and Waste Disposal Temporary housing for workers in the construction site including sanitation facilities will be made available. Waste disposal receptacles will be located in strategic places for wastes generated from the daily personal and construction activities. These receptacles will be emptied and cleaned regularly. All efforts will be undertaken to minimize, reclaim or recycle wastes. All residual waste will be coordinated with local officials for final disposition. The Contractor will 72 Supplementary Appendix D2 prepare a plan to address solid waste management specific to the awarded contract area and submit the same to MID before commencement of works. Pollution Control The Contractor will avoid discharging hazardous chemicals on site or to the storm water system. Dust pollution from excavation and other dust generating activities will be kept to a minimum by using dust suppression techniques, such as spraying of water in the affected area. The Contractor will also take into consideration to avoid construction in the night time especially the use of noise generating equipment. In this respect, the Contractor will maintain equipment in excellent condition to minimize the generation of excess fumes. Emergency Response and Contingency Fire. All employees that will be hired for during the Subproject construction will undergo fire and safety orientation prior to deployment to the site. Work areas will be provided with the required number of fire extinguishers meeting both local and national fire codes. These areas will be provided with a diagram of the escape route in the event fire does occur. In addition, all project employees will familiarize themselves with the route for evacuation, location of fire extinguishers, alarms, first aid kits and communication facilities. A fire prevention manual will be developed for the project and a Safety Officer will be designated responsible for this fire prevention policies. The manual will spell out policies on the handling, storage, and use of combustible materials. Campsite Monitor may be assigned in a concurrent responsibility that will be assigned by the Safety Officer to a senior employee of the facility. Accidental Spill of Waste and Toxic Materials. Spilled materials and substances will be immediately neutralized with appropriate agents that are less environmentally-degrading such as water, coco-based detergents, etc. Toxic materials that may have to be used in the construction activities must be accompanied by neutralizing agents to disrupt its negative effects to the environment. The Contractor will be instructed to purchase materials from reputable sources who can provide advice on the matter. Warehousing procedures for these kinds of materials will take into account product specifications on the proper handling of the materials. The Safety Officer of the Contractor will ensure that employees handling such materials get the necessary training and possibly certified by a qualified firm. Industrial-grade waste materials such as used oils and lubricants must be stored in secured and leak-free containers while awaiting disposal pick-up. These containers must be provided with tight lids or covers and must be regularly checked for leaks while still in storage. Accidents. The Contractor will provide its own medical kits necessary to treat first-aid cases but at the same time keeping a hotline with the nearest hospital in Honiara that will deal with the emergency cases. A canoe will be immediately dispatched to move patients quickly to the nearest medical facility in Honiara during emergencies requiring tertiary health care facilities. The Contractor will be required to provide its employees with accident and health insurance policies to cover the employees’ needs during these circumstances. Seismic Activity. The Contractor can refer to existing disaster preparedness manuals if any with the National Disaster Management Office (NDMO) in Honiara to address disaster preparedness and mitigation in cases of seismic activities. The Contractor will be required to observe irregular water recession that might signal impending danger in which case, all will be alerted to immediately move to higher ground. Supplementary Appendix D2 73 Flooding/Storm Surges. The Proponent will require Contractor to keep track of weather bulletins issued by the Meteorological Office to make sure that work crews and equipment will be always kept safe during stormy weather. Equipment will be immediately moved to safer and higher grounds at impending arrivals of storms. Work stoppage will be also immediately initiated to keep construction workers away from the flood zone. Table D2.23: Environmental Management Plan (EMP) of Siota Wharf Project /Activity Environmental Impacts Mitigation Measures Locations • Negotiate with landowners for camp site that has no trees • Provision of camp sanitary facilities and solid waste bins; • Hiring preference to local workers not requiring temporary housing • works limited only to day time (8:00AM – 5:00PM) Camp site near wharf Estimated Mitigation Costs Implementation Responsibility Supervision DESIGN / PRE-CONSTRUCTION PHASE Site clearing and establishment of workers’ camp • Vegetation removal • Solid and sanitary waste generation • Excessive noise generation Part of mobilization cost contractor PMU/MID CONSTRUCTION PHASE Removal of old wharf head and causeway debris • Sediment resuspension • careful removal of debris Old wharf site Part of constructi on cost contractor PMU/MID Disposal of old wharf head and causeway debris • Improper debris disposal • causeway debris will be scattered in the right side of the shoreline (facing the channel waters); concrete deck will be reused as flooring for a small wharf shed Old wharf site Part of constructi on cost contractor PMU/MID Pile driving • Emission of fumes from equipment • Excessive noise generation • Third party inspection of equipment in Honiara before deployment; preventive equipment maintenance • Installation of noise shields Old wharf site Part of constructi on cost contractor PMU/MID 74 Supplementary Appendix D2 Project /Activity Environmental Impacts Mitigation Measures Locations Estimated Mitigation Costs Implementation Responsibility Supervision on equipment, provision of noise protection ear muffs to construction workers Installation of causeway and deck-piled wharf • Construction debris generation • Regular housekeeping in the work area; accurate estimates of required construction materials to avoid wastage Old wharf site Part of constructi on cost contractor PMU/MID Use of fuel and other hazardous materials • Contamination of land and water body due to leaks and spillages • Provision of properly contained areas for fuel and other hazardous materials in land or barge; oil and grease traps will be installed in drainage systems of the following areas: workshops, vehicle and equipment maintenance, and fuel storage. Work sites Part of constructi on cost contractor PMU/MID Employment of workers • Influx of workers from other places • Employment and livelihood opportunities for local population • Giving hiring preference to local skilled workers and employing local workers for unskilled positions; • Locals will be encouraged to develop small enterprises to cater to requirements of the workers Work sites Part of constructi on cost contractor PMU/MID • Vessels will not be allowed to discharge liquid and solid Port area and surroundings Part of port operation cost MID MID/MECM OPERATION PHASE Port operations • Contamination of port waters from discharges of Supplementary Appendix D2 Project /Activity Environmental Impacts Mitigation Measures vessels • Disposal of solid wastes from vessels • Employment and livelihood opportunities for local population wastes at the port; strict enforcement of MARPOL 73/78 for berthing vessels • Locals will be encouraged to develop small enterprises to cater to requirements of the workers Locations Estimated Mitigation Costs Implementation Responsibility 75 Supervision General Housekeeping The Contractor will ensure that the camps (Contractor’s and Workers) and work areas are kept clean and tidy at all times. This will ensure the health of its workers and facilitate operations. Provision for Safety Measures/Precautions of Construction Workers. To ensure the health and well being of its workers, the Contractor will be required to provide their workers with the necessary safety measures and provisions such as hard hats, gloves, dust/gas masks, overall, etc. Provisions for adequate signage will be placed in strategic locations to avoid accidents. All construction activities will be restricted to working areas designated on the drawings and/or demarcated and approved by the MID. Materials including spoil will be stockpiled in designated areas and coordinated with the proper authorities for disposition. Contingency/Emergency Response Plan. The Contingency and Emergency Plan (CEP) should be prepared by the Contractor, which will mainly focus on the construction works that they will undertake in their specific areas of concern and the attendant potential risks and hazards. In particular, emergencies with potential adverse impact to the environment such as fuel delivery/receiving accidents resulting in spills or fires will be addressed in a rapid, deliberate manner that protects human lives above everything. Contingency risk planning is necessary for impacts predicted as a result of accidental events. The main components of a contingency plan include measures to prevent accidents that would result in predicted impacts; methods for response and clean-up in the event of an accident; organization and training of personnel to implement preventive measures and respond in the event of an accident. The contingency plan will specify the following: Description of the project and its appurtenant facilities Name of persons accountable for contingency plan on accidental occurrences that could have an impact on the environment Facilities operation Emergency response planning Safety procedures Security Inspections and records 76 Supplementary Appendix D2 This set of procedures should be formally documented and approved by the MID. It will be organized clearly and logically, covering both common and extreme solutions that might require quick response. Waste Management Plan. The project recognizes the need to effectively manage all the wastes generated from the activities during the pre-construction, construction and operation of the project to address potential sources of environmental degradation and health risk. The basic principles in waste management that should be followed by Contractor are outlined below: Domestic wastes will be segregated from the source i.e. from the workplaces and offices of the contractors, sub-contractors and employees. Sufficient number of garbage containers will be provided and will be located in designated areas, marked, duly labeled and covered for protection from wind, rain and animals. Hazardous wastes should be marked, labeled and stored in a covered area with appropriate spill protection. Under no circumstances, hazardous wastes such as used oil, vegetable oil, batteries, waste paint and solvents are to be disposed of with regular garbage. Regular monitoring and inspection will be conducted to ensure that no improperly dumped wastes are found within the project site. Appropriate mitigation measures will address disposal of these wastes. Open burning of wastes will be strictly prohibited at anytime. Demobilization. The Contractor will be responsible for the removal of all the debris and waste material from the site upon completion of the Works. It shall be the responsibility of the Contractor to repatriate all transient workers to their original place of settlement. Environmental Monitoring Plan An integral part of the environmental protection is the continuous monitoring of the condition of the receiving environment to determine if any undesirable changes are occurring as a result of the project. The effects to the living receptors are received mainly through the water, air and surrounding area. Environmental monitoring principally requires measurements of the amount of pollutants present in the environmental media. The Government (MECM) has not established environmental standards for water quality, air quality and ambient noise levels. Available standard (such as Australian or New Zealand standard) will be used in the absent of Government environmental standard. The monitoring program will determine the extent of variations and changes in the levels of pollutants in the environment and other parameters and indicators considering the implementation or operation of the project. The monitoring program will have the following objectives: Monitor implementation of mitigation measures Monitor compliance with available air, noise and water quality standards Monitor other relevant parameters and indicators for socio-economics and health. The implementation of the monitoring plan will be the responsibility of the contractor and to be supervised by MID, through the CSC of the PMU, during the construction period of the project. The relevant government agency, particularly the MECM will be responsible for the environmental monitoring during the operation phase of the development. Supplementary Appendix D2 77 Table D2.24: Environmental Monitoring Plan of Siota Wharf Project / Activity Mitigation Measures Locations Monitoring Parameter Monitoring Frequency Number of workers; sanitary facilities and bins; noise level Monthly during construction Monitoring Responsibility Monitoring Cost DESIGN / PRE-CONSTRUCTION PHASE Site clearing and establishment of workers’ camp • • • • Negotiate with landowners for camp site that has no trees Provision of camp sanitary facilities and solid waste bins; solid waste management plan Hiring preference to local workers not requiring temporary housing works limited only to day time (8:00AM – 5:00PM) Camp site near wharf Noise monitoring at nearby school and wharf site Contractor; oversight by PMU/MID Part of construction cost CONSTRUCTION PHASE Removal of old wharf head and causeway debris • careful removal of debris Old wharf site Visual check of sediment resuspension Monthly during construction Contractor; oversight by PMU/MID Part of construction cost Disposal of old wharf head and causeway debris • causeway debris will be scattered in the right side of the shoreline (facing the channel waters); concrete deck will be reused as flooring for a small wharf shed Old wharf site Debris volume Monthly during construction Contractor; oversight by MID Part of construction cost Pile driving • Third party inspection of equipment in Honiara before deployment; preventive equipment maintenance Installation of noise shields on equipment, provision of noise protection ear muffs to construction workers works limited only to day time (8:00AM – 5:00PM) Old wharf site TSP; noise levels Monthly during construction Contractor; oversight by PMU/MID Part of construction cost • • Noise monitoring at nearby school and wharf site 78 Supplementary Appendix D2 Project / Activity Mitigation Measures Locations Monitoring Parameter Monitoring Frequency Monitoring Responsibility Monitoring Cost Installation of causeway and deck-piled wharf • Regular housekeeping in the work area; accurate estimates of required construction materials to avoid wastage Old wharf site Debris volume Monthly during construction Contractor; oversight by PMU/MID Part of construction cost Use of fuel and other hazardous materials • Provision of properly contained areas for fuel and other hazardous materials in land or barge; oil and grease traps will be installed in drainage systems of the following areas: workshops, vehicle and equipment maintenance, and fuel storage. Work sites Leaks and spillages Daily inspection Contractor; oversight by PMU/MID Part of construction cost Employment of workers • Giving hiring preference to local skilled workers and employing local workers for unskilled positions; Locals will be encouraged to develop small enterprises to cater to requirements of the workers Work sites Number of local workers Monthly during construction Contractor; oversight by PMU/MID No cost Vessels will not be allowed to discharge liquid and solid wastes at the port; strict enforcement of MARPOL 73/78 for berthing vessels Port area and surroundings Illegal discharges Daily when vessels are in port MID/MECM Part of MID/MECM operating cost • OPERATION PHASE Port operations • Supplementary Appendix D2 79 6. Public Consultation and Information Disclosure Process of Public Involvement As soon as a decision was made on the inclusion of the Siota Wharf rehabilitation for assessment during the project preparation phase of the DMSP, letters of communication were sent to the Provincial Premier and community letters for their information of upcoming visits from the consultant team. A brief public announcement material was also prepared for broadcasting over the Solomon Island Broadcasting (SBIC) Radio to inform the community in Siota and other selected communities about the conduct of a public consultation to present project information as well as gather community information on their views and concerns about the project among other important things. The public consultation was held on June 12, 2008 at the Siota Provincial Secondary School which was attended by a cross section of residents in the communities invited for the purpose. Consultation Activities Undertaken Consultation has been undertaken with stakeholders including the provincial leadership, and several national government agencies, and selected communities likely to be affected by and benefit from the Subproject. Siota was visited twice during the preparation of the IEE. First, during the reconnaissance visit to conduct close ground observations, and second during the public consultation. During the preparation of the initial environmental examination, the following were conducted: Consultation with MID, including consultants working on projects in the transport sector, on activities and practices in respect of environmental, consultation and disclosure on other and similar projects; Consultation with ECD and local authorities prior to the field visit to the project site to identify issues related to subproject environmental assessment and approval procedures; and Consultation with the community residents in selected villages having access to the existing wharf; informal interviews and discussions with stakeholders in the area. Public Consultation Results A total of 42 persons were involved during the consultation process. Of this number, the composition are as follows: 9 farmers; 7 teachers/educators; 2 landowners; 4 Village Chiefs; I Provincial Official; 8 villagers; and others combined (student, employee, church representatives). The consultation highlights are enumerated below and the record of public consultation is provided in Annex E. Community Acceptability The community unanimously agreed that the current design be maintained so that deposition of sediments will remain given the beach is currently being used. The population wants the wharf because they have been without a wharf for the last 20 years. The Siota passage is one of the busiest in Nggela. Without a proper wharf, loading and unloading is very difficult and dangerous. The community has had incidences where canoes sunk loaded with copra and 80 Supplementary Appendix D2 cocoa during loading into boats destined for Honiara. A wharf will mean good facilities to properly load the community’s goods. A Memorandum of Understanding (MOU) for land agreement and participation in construction work would be sufficient and agreed. The community can provide local materials if the wharf will be constructed. The following were mentioned: white sand, white gravel, timber, skilled labour such as brick layers, welders, and pile driver/crane operator. Security and Nuisance Concerns There was a concern raised about the security of the school property and students in relation to the likely increase in traffic (people) if the wharf is built. Disturbance from people who are drunk and those using the wharf is a real concern. If the wharf is designed for semi-commercial type operations, it was requested that another site be chosen. Siota site should have a wharf which is designed only to serve the school. The concern was not entirely agreed because according to one; such disturbances can be managed using other strategies. Alternative Locations There was a request if the Mboromole wharf site can be considered as an alternative site. Mboromole has a productive population, producing copra, cocoa and timber. Two (2) other alternative sites were identified: (1) Neumara; and (2) Mboromole. Neumara is an Old CEMA copra buying point. There is a footpath linking it to Salisapa (Provincial leased area and a substation). According to one informant, Salisapa land is leased from the landowners and water depth was indicated to be available for vessels. The site itself is adequate for domestic and commercial sized wharf, if constructed, as there is adequate water depth. A market can also be built at that site because land space is adequate for that purpose and the site is central to all the catchment villages within that Ward. Neumara is 10 minutes or 1 km away from the Siota PSS. Salisapa is also an administrative centre for the Province. It has a hospital, fisheries and agriculture office, and community policing. This is an important link to the proposed wharf development. Salisapa is 1-hour walk away from Siota. With the proposed Federal government system, the development of Salisapa is an important one to take note of. Donors should consider the construction of a wharf as an important priority. The wharf is expected to stimulate development if it is going to be a semicommercial wharf. North Nggella produced the highest amount of copra and cocoa in Central Province. Evaluation of the alternative sites showed preference for the Siota site (as discussed in Section 2.7: Alternative Sites) Planning and Development Concerns What the design life of the wharf would be. Supplementary Appendix D2 81 What criteria were used to select the wharfs? How will the community ensure that they do get a wharf? What time frame is being looked at before construction would start? A suggestion came up that a storage shed should be constructed next to the wharf site. This is important because cargoes have gone missing and/or damaged by rain in the past because of lack of secure storage shed. Strategic Location There should be a wharf in Siota because: North Nggella is the most populated ward; Economically, it produces majority of the copra and cocoa, marine products, market produce; It has shops that purchase cargo from Honiara; and North Nggella is the most literate part of the island Public Disclosure Future information disclosure will be coursed through the Provincial Officials following the procedures successfully adopted prior to the public consultation. Information can be also done through the airwaves, and to some extent through the local newspapers in the Solomon Islands. The community will be likewise told of the availability of such information in the ADB website for those who have access to the internet. 7. Findings and Recommendations The Siota wharf is a dilapidated structure requiring rehabilitation to ensure safe embarkation and disembarkation of passengers to and from vessels making port of calls in the area. It is located in a physically disturbed environment and away from protected areas or areas of conservation value, including primary forests, terrestrial reserves or community managed marine protected areas. Given the small size of the wharf, its rehabilitation work will not cause significant environmental impacts, and will not lead to residual negative effect. The Subproject will not also create any impacts on cultural or heritage (tambu) sites and it is not located in a densely populated community or an area subject to heavy development. The housing requirements are at present limited only to the school population. The proposed subproject will not create conflicts with natural resource allocation. The effects of the Subproject are spatially limited on existing location and therefore will not have any impacts on the rare or endangered species in the Central Province. It is recommended that: This IEE be considered for approval by the ADB and the Environment Conservation Division of the Ministry of Environment Conservation and Meteorology; The procurement contract will include provisions for environmental protection referring to the IEE for relevant parameters to be given importance for compliance; 82 Supplementary Appendix D2 The Contractor that will be selected to undertake the construction works be required to prepare its own Contractor’ EMP with guidance provided by the environmental consultant of the PMU; and Subproject monitoring is sustained by the stakeholders identified in the environmental monitoring plan to ensure compliance by the Contractor. 8. Conclusions The Subproject is confirmed as Category B under ADB’s environmental categorization and will not require further detailed environmental impact assessment. It has very high social acceptability as demonstrated during the consultation and will significantly contribute to the improvement of the welfare of the direct and indirect beneficiaries consisting of secondary students and residents of outlying areas, respectively. The rehabilitation works will be limited only to the existing dilapidated wharf structure and will not cause adverse impacts to environmentally-sensitive areas such as mangroves, corals, seabeds, buffer zone and any other areas classified as environmentally-sensitive by the country and the ADB. Subproject impacts during construction are either moderate or low but are of short-term duration and co-terminus with construction. These impacts together with those associated with the operation and use of the wharf can all be appropriately mitigated using available methods. Therefore further detailed environmental impact assessment study is not warranted. Annexes Annex A - Multi-Lateral Agreements - Solomon Islands Conventions/ Instruments Regional MEAs i) Waigani Convention Status Ratified 7/10/1998 ii) Pollution Protocol for Dumping Ratified 10/9/1989 iii) Pollution Protocol for Emergencies Ratified 10/9/1989 iv) Natural Resources and Environment of South Pacific (SPREP Convention) Ratified 10/9/1989 Chemicals, Wastes and Marine Pollution i) Liability for Oil Ratified Pollution Damage ii) Marine Pollution Convention (London) Ratified iii) POPs (Stockholm) Acceded 28/7/2004 Convention Purpose/Aim Agency Responsible & Related Projects Ban the importation of into Forum Island Countries of hazardous and radioactive wastes and to control the transboundary movement and management of hazardous wastes within the South Pacific region. Prevention of pollution of the South Pacific region by dumping. Cooperation in combating pollution emergencies in the South Pacific region. Protection of natural resources and environment of the South Pacific Region in terms of management and development of the marine and coastal environment in the South Pacific region. ECD Strict liability of a ship owner for pollution damage to a coastal state within a certain amount. Prevention of marine pollution by dumping of wastes and other matter. Protection of human health and environment from persistent organic pollutants. Marine Div Agriculture Div/ECD Project: National Action Plan on Land Degradation and Drought; National Capacity Self Assessment (NCSA) ECD Project: National Biosafety Framework Biodiversity i) Desertification (UNCCD) Acceded 16/41999 Agreement to combat desertification and mitigate the effects of drought in countries experiencing drought or desertification. ii) Cartagena Protocol on Biosafety Acceded 26/10/2004 Protection of human health and the environment from possible adverse effects of the products of modern biotechnology, especially the living modified organisms (LMO) while maximizing its Marine Div/ECD Marine Div/ECD Project: National Pollution Prevention Plan ECD ECD/Foreign Affairs ECD/Environmental Health Div Project: National Implementation Plan (NIP) 84 Supplementary Appendix D2 Conventions/ Instruments Status iii) Convention on Biological Diversity (UNCBD) Ratified 3/10/1995 iv) CITES Instrument of ratification being prepared Acceded 10/6/1992 Regulation and restriction of trade in specimens of wild animals and plants through a certification system for imports and exports. The protection of sites of Outstanding Universal Value. Solomon Islands currently have East Rennell as World Heritage site. Ratified 13/3/2003 Reduce greenhouse gases especially carbon dioxide for the 39 industrial/ developed by an average of 5.2 % by 2012. Sets an overall framework for intergovernmental efforts to tackle the challenge posed by climate change. v) World Heritage Convention Climate i) Kyoto Protocol ii) Climate Change (UNFCCC) Ratified 28/12/1994 iii) Montreal Protocol Acceded 17/6/1993 iv) Ozone Layer Convention (Vienna) Acceded 17/6/1993 Source: Draft State of the Environment 2008 Purpose/Aim benefit. Conserve biological diversity through the sustainable use of its components and the fair and equitable sharing of the benefits arising out of utilizing genetic resources. Allows phase out of substances that deplete the ozone layer according a fixed schedule. Protection of the ozone layer through intergovernmental cooperation on research, systematic observation of the ozone layer and monitoring of chlorofluorocarbons(CFC) production Agency Responsible & Related Projects ECD Project: National Capacity Self Assessment (NCSA); National Biodiversity Strategy and Action Plan (NBSAP); International Waters Programme (IWP); 3rd National Report. ECD Museum/ECD Project: Meteorology Div Meteorology Div/ECD Project: National Adaptation Plan of Action (NAPA); Second National Communication on Climate Change; National Capacity Self Assessment (NCSA) ECD/Energy Div ECD/Energy Supplementary Appendix D2 Annex B – Photos of Siota Wharf Condition 85 86 Supplementary Appendix D2 Annex C – Vicinity Photographs Supplementary Appendix D2 87 88 Supplementary Appendix D2 Annex D – Rapid Environmental Assessment (REA) Checklist Ports and Harbors Country/Project Title: Solomon Islands/ADB TA 4980 SOL: Preparing the Domestic Maritime Support Project and Technical Support Programme Siota Wharf, North Nggella, Nggella Pile, Florida Islands, Central Province Sector Division: SCREENING QUESTIONS A. Project Siting Is the Project area adjacent to or within any of the following environmentally sensitive areas? Yes No REMARKS Existing dilapidated wharf is adjacent to a provincial secondary school complex (with student dormitories, faculty housing and church). But it is not adjacent to or within environmentally sensitive areas. Although dense mangrove vegetation can be seen along the channel (Siota Passage) leading to the site, no mangroves can be observed in the wharf’s immediate vicinity. Cultural heritage site X Protected Area X Wetland X Mangrove X Estuarine X Buffer zone of protected area X Special area for protecting biodiversity X SCREENING QUESTIONS B. Potential Environmental Impacts Will the Project cause… encroachment on precious ecology resulting in loss or damage to fisheries and fragile coastal habitats such as coral reefs, mangroves, and seagrass beds? Yes X short-term increase in turbidity and sunlight penetration as well as changes in sediment pattern and flows at dredging site? X removal and disturbance of aquatic flora and fauna at dredging site? deterioration of water quality due to silt runoff and sanitary wastes from workerbased camps and chemicals used in construction? alteration of bottom surface and modifications to bathymetry, causing changes in tidal bore, river circulation, species diversity, and salinity? No X X X REMARKS There will be no encroachment on precious ecology. The footprint of the site will be limited to the same size and location. There are no coral reefs mangroves, and seagrass beds in the immediate vicinity of the wharf. No dredging operations will be involved during the reconstruction works. Short-term increase in turbidity limited only during pile driving and construction of the jetty. No removal and disturbance of aquatic flora and fauna. Dredging operations will not be involved during the reconstruction works. If contractor is not allowed properlylocated camps and no chemical control plan will be required by the SIG. No alteration of bottom surface will be involved since the reconstruction work will be limited on the same wharf footprint. Supplementary Appendix D2 SCREENING QUESTIONS changes in sediment pattern and littoral drift that may cause beach erosion of neighboring areas? Yes No X modification of terrestrial habitat by upland disposal of dredged material or covering of potential archaeological sites with dredge spoil? short-term air quality degradation due to dredging-related operations? X noise and vibration due to blasting and other civil works? dislocation or involuntary resettlement of people? other social concerns relating to inconveniences in living conditions in the project areas? X X social conflicts if construction depletes local fishery resources on which communities depend for subsistence? poor sanitation and solid waste disposal in construction camps and work sites, and possible transmission of communicable diseases from workers to local populations? social concerns relating to local inconveniences associated with port operation (e.g. increased volume of port traffic, greater risk of accidents, communicable disease transmission)? deterioration of water quality due to ship (e.g. ballast water, oil waste, lubricant and fuel spills, and sewage) and waterfront industry discharges? increased noise and air pollution resulting from airborne emissions (e.g. gas, smoke, fumes) from maneuvering and berthing REMARKS Wharf configuration will be almost the same as the former structure to maintain the same pattern of beach sand accretion to the northern part of the wharf. The reconstruction works will not involve dredging activities. X X 89 X X X X X Noise and vibration will be limited only to short-term pile driving activities; and the breaking off of the concrete deck into manageable pieces for disposal in the deeper part of the channel but away from the usual navigation lane. No blasting will be required. There are no existing residential structures and households in or around the immediate vicinity of the existing wharf that will be affected by the reconstruction. Increased boat traffic and frequency might also result in frequent movement of people causing disturbances and student attention distractions in the predominantly school environment. The wharf’s surrounding waters is not known as a main source of fishery resources in the area. Construction period is very short and planned not to exceed four (4) months. If contractor will not provide sanitation facilities; will not hire most of the local labor requirements; and the communities will not allow any solid waste disposal site in the area. Some school teachers expressed concern that regular and increased ship arrivals resulting from improved wharf could disturb classes. If the SIG will not improve on its performance to strictly enforce the provisions of MARPOL 73/78 which mitigates the discharge of contaminants and solid waste from ships. The number of ship calls is expected to increase but any noise and airborne emissions from maneuvering 90 Supplementary Appendix D2 SCREENING QUESTIONS ships and the waterfront industry? Yes No REMARKS and berthing ships can be dispersed immediately by the active wind movement in the bay. Water front industry is not likely to take hold in the area because the area is dedicated to a school. Development other than the present scale of the wharf will most likely be opposed by school authorities. Annex E - Public Consultation and Information Disclosure A. Introduction The ADB Environmental Policy 2002 requires that an effective public consultation must be conducted and information disclosed as part of the Environmental Assessment (EA) process. However, the Solomon Islands’ Environmental Act of 1998 does not clearly spell out this requirement. In this case, the ADB guidelines had been used to ensure the requirements of both SIG and ADB are met. This is a record of the actual consultation and information disclosure process that was carried out to fulfill the requirement. The public consultation was conducted on June 12, 2008 for Siota in North Nggela, Nggela Pile of the Florida Islands in Central Province. B. Consultation Process Approach The key steps that were undertaken were as follows: Key stakeholders were identified. Identification was important because there are parties who would have either direct and/or indirect interests on the Subproject. Preparation of official communication letters informing the relevant Government Ministries and Provincial Government of the project and its objectives; and the requirements that needs to be fulfilled within the given timeframe. Letters were sent as part of the process prior to arrangements made for meetings. Meetings were held with relevant Government departments, firstly out of courtesy, and secondly to brief them on the project IEE requirements and processes. A separate meeting with the Environment and Conservation Division (ECD) of the Ministry of Environment Conservation and Meteorology (MECM) was requested to confirm if the project is in compliance with SIG Environmental regulations. Meetings were also orchestrated to collect relevant information and documents, and to generate discussion, and feedback/response if any. A meeting with an NGO organization was carried because a lot of NGOs worked in the Provinces, especially in the communities, on projects which includes research work and studies. Their work provided vital information for the preparation of the IEE. Courtesy visit was made to the Provincial Office. Persons met include the Provincial Executive members. They were briefed of the project and the Supplementary Appendix D2 91 occasion was a means of sharing and disclosing information. It was vital that their views and concerns were heard because of their role in the Province and governance jurisdiction over the communities. One of the key members reached and heard was the ward member who is part of the provincial government and is also the representative of the people. He was consulted before the communities out of respect for his status and role. Holding of the actual Public Consultation Meeting at the proposed sites with the public, NGOs, communities and interested persons to hear the views and concerns of those who would most probably be directly impacted by the project. This was a very important session because issues relating to the environment were not only raised but also those relating to social, economics and engineering. Key Stakeholder Identification The following were identified and consulted in the process: Relevant Government Ministries such as Environment, Conservation and Meteorology; Fisheries, Lands (Mapping Section), Mines and Energy and Water Resources, Marine Division Relevant donor projects such as: Community Sector Programme (AusAID), Marine Infrastructure Project Phase 2 (EU) Provincial Governments – Key persons such as the Premier, Provincial Secretary, Minister for Works, Ward Member for the selected site Chiefs, Elders, Church Leaders and Communities which are within the catchment of the wharf: Siota (Boromole, Siota, Belaga, Niumara, Salisapa communities) NGOs: - The Nature Conservancy (TNC) World Fish Center (WFC) World Wide Fund (WWF) Foundation of South Pacific International (FSPI) Businesses Official Letters An official letter was drafted, and signed off by the Permanent Secretary, Ministry of Infrastructure Development (MID). This was sent to the Director of the Ministry of Environment, Conservation and Meteorology (MECM) as required. An Official letter was also sent to the Provincial Secretary of Central Province headquartered in Tulagi to advise him of the forthcoming visit, the project background, and purpose. He was expected to convene members of the Provincial Office to attend the meeting. Official and Public Meetings Meetings referred to as official meetings are those held with key public officers such as the Director of Environment, Conservation and Meteorology, and other government officers from the Lands Department, Geology, Water Resources, Mapping Division (Mines and Energy), Solomon Islands Water Authority (SIWA); Provincial Officials and NGOs. 92 Supplementary Appendix D2 These meeting were held to get relevant project secondary data or information. Meetings with Provincial government representatives were organised to pay courtesy and share information and to get responses and feedbacks on the project. Public meeting on the other hand, refers to consultation conducted at the selected site attended by the public: interested persons, farmers, business owners, church representatives, community chiefs and elders and members. The Public meeting in Siota was discursive in nature whereby every person was given the opportunity to make a statement, voice his/her views, perceptions, and/or concerns. A question and answer session was provided as a means to clarify issues which were not well understood so that these cannot become potential conflict issues. Both processes were facilitated by one of the Team members conducting the meeting. The public meeting was organised prior to the arrival of the Team to the community. They were informed of the organised date and time of the proposed meeting through a service message that was sent over the radio, in this case the Solomon Islands Broadcasting Corporation (SIBC)) at around 7:30 pm in the evening. The message was read only once a few days before the proposed meeting was held. Prior to the message being put out, contact was made to the Provincial head office via the telephone to ensure the same message is sent to the Ward member of that area. This was very important because he was their official provincial government representative. The Ward Member would normally go out of his way to inform his people and was expected to be present at the meeting. Apart from the service message broadcasted over the radio, a public notice was sent by facsimile transmission to the Provincial Office to be put up on a Public Notice Board for public information. This was conducted so that the wider community and public are made aware of the project. Team Composition The team that went to the Central Province was composed of the following: Doug Oldfield - Civil Engineer Sally Rynveld - Social and Poverty Specialist Mr Felix Noel A. Pascua - Environmental Specialist Joselito P. Losaria - Environmental Specialist Antoinette Wickham - Environmental Analyst Rose Wale - Social and Poverty Analyst Minutes of the Meeting held at the Provincial Executive Meeting HouseTulagi, Florida Islands, Central Province, June 12, 200810:00 am to 10:30 am Words of Welcome Premier Central Province The Premier of Central Province, Hon Patrick Vasuni, welcomed the team to the Province and gave a brief background about the Province, its infrastructure, people, plans, and aspirations. Introduction and Project Briefing by Visiting team Individual team members introduced themselves and then Mr. Pascua briefed the Executive about the Domestic Maritime Support Project and Technical Assistance Programme, an ADB-funded project. He also explained the purpose of the public consultation and visit to the site. Mr. Pascua explained that under Supplementary Appendix D2 93 the ADB IEE (Initial Environmental Examination) process, there must be a public consultation held with those who have interest in the project. This is the reason why a public meeting was organized. In saying this Mr. Pascua also mentioned that other members of the team were there to also conduct assessments within their respective fields of expertise to fulfill their respective Terms of Reference. Mr. Doug Oldfield explained that he is there to look mainly at the engineering suitability of the site. This includes: depth of water, site protection, turning circle, etc. Dr. Sally Rynveld on the other hand mentioned that community participation is an important process given that communities are often the ones directly or indirectly affected by the project. It is therefore fundamentally important that their issues, interests, views, concerns will be heard. Provincial Executives’ Response The team asked whether the Provincial Executive has any views, opinions, perceptions about the Subproject. These are their comments as recorded on that day. o o Siota Site - Provincial Government has no objections with the proposed Siota wharf development - That site is central to northern Nggella communities - It is sheltered - It is situated right next to a Provincial Secondary School - Rebuilding of the wharf will be beneficial to the local economy and its people - Landownership is common, but because the wharf will benefit the people, they do not see that the response will be negative. Mboromole Site (Alternative) - Mboromole is another site located opposite Siota but it is exposed to strong currents and therefore the wharf causeway is often exposed to rapid erosion. This is what happened to the old wharf which has now collapsed. - Site slightly exposed to strong currents, although it is reasonably sheltered. - Copra, cocoa, and timber are produced around this area. Words of Thanks and Meeting Closed 10:30 am Premier thanked the team, and the team reciprocated their appreciation for the short meeting. Minutes of the Public Consultation/Meeting held at the Provincial Secondary School Siota, North Nggela, Nggela Pile, Florida Islands, Central Province, June 12, 2008 The team was accompanied to the site by the Deputy Premier and a Works Officer. 94 Supplementary Appendix D2 Meeting convened at 1: 00 pm Opening Word of Prayer Words of welcome and short briefing by Hon. Fred Samora Introductory words and welcome by Miss Antoinette Wickham in Pidjin (Facilitator of the Public Consultation). Team was introduced and role in the project. Project Briefing by Mr. Felix Pascua. Mr. Pascua briefed the people about the Domestic Maritime Support Project and Technical Support Programme (DMSP & TSP). Mr. Pascua also explained that under the ADB IEE (Initial Environmental Examination) process, there must be a public consultation held with those who have an interest in the project. This is the reason for the public meeting. Mr. Pascua also mentioned that other members of the team were also there to conduct assessments within their respective specialised fields to fulfill their ToR as prescribed by the ADB. He went on to explain how choice of a wharf design can also influence the formation or the erosion of shorelines. Such an impact can be mitigated through the implementation of proper Environmental Management Plans and Monitoring Plans. These documents will be produced to assist in ensuring impacts are managed by both the community who lives next to the wharf, and the government so as to minimize their negative effects. These are later translated in Pidjin by Miss Wickham. Comments, Views, Issues and Concerns raised by Attendees - Mr. Pascua asked what people thinks on the current status of the foreshore and whether the current beach front has to be retained. The community unanimously agreed that the current design be maintained so that deposition of sediments will remain given the beach is currently being used by canoes and people for recreation purposes. - John Mara (Siota PSS English Teacher) – we want a wharf, in fact we have been without a wharf for the last 20 years. This water way is one of the busiest in Nggella. - Charles Pule (Chief Vatapura Village) – without a proper wharf, loading and unloading is very difficult and dangerous. We have had few incidences where canoes have sunk with all our copra and cocoa during the event of loading into boats destined for Honiara. A wharf will mean good facilities to properly load our goods. - Dr. Rynveld and Ms. Wale explained that any development as such will create an impact on the lives of the people around the area such as: security issues especially for the school, increased people traffic, economic opportunities, and women having opportunity to sell their goods, land disputes and so on. Therefore the team needs to hear the communities’ views or concerns on these matters. - Alfred (Teacher Siota PSS) – I am a bit concerned about the security of the school property and students in relation to the likely increase in people traffic if the wharf is built. Disturbance from people who are drunk and those using the wharf is a real concern. If the wharf is designed for semi-commercial type operations then I will request that another site be picked. Siota site should have a wharf which is designed only to serve the school and those living within its vicinity. Supplementary Appendix D2 95 - John Mara (Siota PSS Teacher) – I do not entirely agree, such disturbance can be managed using other strategies. But we are so worried about these issues then may I suggest 2 other alternative sites: (1) Niumara; and (2) Mboromole. Niumara is an Old CEMA copra buying point. There is a foot path linking it to Siota and Salisapa (Provincial leased area and a substation) - Daniel Maeke (Rice Farmer) – Niumara is linked to Salisapa, a Provincial substation for the North Nggella ward, via a footpath. Salisapa land is leased from the Landowners. Water is available at Niumara for vessels. The site itself is adequate for domestic and commercial sized wharf. There is adequate water depth. A market can also be built at that site because land space is adequate for that purpose and the site is central to all the catchment villages within that ward. Niumara is only 10 minutes or 1 km away from Siota Provincial Secondary School. - Hon. Fred Samora (Deputy Premier, Ward Member) – Salisapa is an administrative centre for the Province; it has a hospital, Fisheries and Agriculture Office, and Community Policing. This is an important link to the proposed wharf development. Salisapa is 1hour walk away from Siota. - Alfred Letona (Siota PSS Teacher) - the wharf will stimulate additional developments, if it is a semi-commercial wharf. North Nggella produced the highest amount of copra and cocoa in Central Province. - The communities were asked by Dr. Rynveld if the use of an MOU for land agreement and participation in construction work would be agreed to. They agreed that it is sufficient. - Dr. Rynveld further asked if there would be people available to assist in future surveys to be conducted. Some suggested such groups as Teachers and Mother Union, etc. can assist with survey work; however, teachers are busy people. - The team also asked the community as to what local materials can the community provide, if the wharf is constructed. The following were mentioned: white sand, white gravel, Timber, skilled labours such as brick layers, welders, and piler/crane operator (identified as Mr. Mostyn Eka). - John Mara (Siota PSS Teacher) – he asked what the design life cycle of the wharf would be? Doug clarified that wharf design life is around 30 years; it will be built to international standard, and most probably by an International Contractor. - There was a questioned asked about what criteria was used to select the wharves. Doug mentioned that some of the criteria are as follows: engineering (e.g. shelter, depth, turning circle); social (landownership, population, etc), Economic (copra, cocoa, market); environmental (sensitivity of area, environmental significance etc). - Daniel Maeke (Community Elder Chairman) - he asked how the community will ensure that they do get a wharf. Sally replied that the information received from the community will assist in building a case for justification of a wharf there. The report will be prepared by the TA members which will be submitted to ADB. Therefore, the more information provided by the community, the better the case built. 96 C. Supplementary Appendix D2 - Someone requested that there should be a storage shed constructed next to the wharf site. Cargoes have gone missing and/or damaged by rain in the past because of lack of secure storage shed. - Thomas Peo (Belaga Primary School Chairman) – What time frame are we looking at before construction would start? Doug explained that because the projects follow ADB timeframe approval process, it may take around 2 years before any construction would actually take place. - Alfred Tangi (Self Employed) – can I request if Mboromole wharf site can be considered as an alternative site. Mboromole has a productive population, producing copra, cocoa and timber. - Alfred Manele (Principle Belaga CHS) – with the proposed Federal government system, the development of Salisapa is an important one to take note of. Donors should consider the construction of a wharf as an important priority. - John Mara (Siota PSS English Teacher) – I would like to justify why there should be a wharf in Siota in closing. It is as follows: o North Nggella is the most densely populated ward o Economically , it produces majority of the copra and cocoa, marine products, market produce o It has shops that purchase cargo from Honiara o North Nggella is the most literate part of the island - Words of thanks from Mr. John Mara on behalf of the Chiefs, Elders and communities in and around Siota. - Words of thanks in closing from the Team. - Meeting Closed at 2: 30 pm Attendance Sheets 1. Provincial Executive Assembly, Central Province NAME Hon Patrick Vasuni Hon.Patteson Mae Hon Stanley Manetiva Hon Augustine Rose Hon Fred Samora POSITION IN EXECUTIVE Premier Minister Minister Minister Deputy Premier 2. Siota Public Consultation: (Siota, Boromole, Belaga, Niumara, Vatupura Communities) NAME 1. John F Mara 2. James Ira 3. Eddie Varron 4. Charles Pule 5. Samson Vunagi 6.John Sara POSITION IN COMMUNITY Head of English (Siota PSS) Deputy Principal (Siota PSS) Siota PSS resident Chief, Vatupura Village Landowner (Niumara/Siota) Landowner (Siota/Boromole) Supplementary Appendix D2 NAME 7. Ishmael Tarika 8. Robert Voli 9. Alfred Selwyn Manele 10. Andrew Vata 11. George Bobo 12. John Sapi 13. Fred Guru 14. Ishmael Tarika 15. Robert Dauasi 16. Susan Bese 17. Daniel Maeke 18. Thomas Peo 19. Hon F Samora 20. Mostyn Eka 21. Adamson Tarai 22. John Kulasi 23. Robert Tumu 24. Mathias Lee 25. Clement Natei 26. Daniel Maeke 27. Alfred Tangi 28. Mason Vuvea 29. John Tavai 30. Joseph Hangi 31. Edwin Lulua 32. Charles Parahu 33. Peter Voli 34. Allen Noko 35. Robert Manebona 36. John Legeti 37. Edwin Mapena POSITION IN COMMUNITY Chief, Boromole Village Villager, Boromole Principal, Belaga CHS Chief/Elder, Belaga Community Boromole , resident Hanunavine, resident Boromole, resident Chief, Boromole School Driver, Siota PSS Mothers Union Representative Community elder Chairman Belaga Primary School Teacher Provincial Member for North Gela Reader, Anglican Church Boromole, resident Belaga, resident Belaga, resident Teacher Farmer Rice Farmer Self Employed Cocoa Farmer Cocoa Farmer Teacher Farmer Student Fisherman Farmer Teacher Farmer Farmer 97 98 Supplementary Appendix D2 Annex F – Photographs During Public Consultation