"The Court must ensure that the steps in the Act are followed, but it must defer to the responsible authorities in their substantive determinations as to the scope of the project, the extent of the screening and the assessment of the cumulative effects in the light of the mitigating factors proposed. It is not for the judges to decide what projects are to be authorised but, as long as they follow the statutory process, it is for the responsible authorities."
"enough to supply two or three hotels"
"Despite these shortcomings, the EIA was accepted for review by the NEAC but it was felt that the following information is being requested to assist with the revision process."
"The Chairman informed the member that at the last meeting, the NEAC had agreed to review the EIA with additional information."
"The member questioned the accuracy of the geological information. Sandstone is adequate for dam construction but dam design must consider this type of rock. In order to ensure that the dam does not crack, the foundation and sides would need to be anchored. [Mr Cho] felt that the NEAC should not accept the geology information as it is inaccurate. It was suggested that if clearance is granted, some areas of the dam will have to be grouted as a mitigation measure for sloping."
"It is absolutely clear that constructing a dam at Chalillo would cause major, irreversible, negative environmental impacts of national and international significance – and that no effective mitigation measures would be possible. The project would destroy the vast majority of a critical and unique habitat, threatening the last viable population of many vulnerable and endangered wildlife species in Belize and removing vital feeding grounds for migrating birds."
"I do not think the [statute] … imposes on a determining authority when preparing an environmental impact statement a standard of absolute perfection or a standard of compliance measured by no consideration other than whether it is possible in fact to carry out the investigation. I do not think the legislature directed determining authorities to ignore such matters as money, time, manpower etc. In my opinion, there must be imported into the statutory obligation a concept of reasonableness … [P]rovided an environmental impact statement is comprehensive in its treatment of the subject matter, objective in its approach and meets the requirement that it alerts the decision maker and members of the public … to the effect of the activity on the environment and the consequences to the community inherent in the carrying out or not carrying out of the activity, it meets the standards imposed by the regulations. The fact that the environmental impact statement does not cover every topic and explore every avenue advocated by experts does not necessarily invalidate it or require a finding that it does not substantially comply with the statute and the regulations."
"A description of the development proposed, comprising information about the site, the design and size and scale of the development, and its immediate surroundings."
"A lengthy discussion on the geology of the site ensued. The member from GPD [Mr Cho] stated that although he disagrees with the naming and description of the rock type of the project area, he felt that the competency of the rock type that does exist there could withstand a dam. However, there would have to be changes to the engineering design to include proper grouting as well as other structural modifications to secure the dam. One member stated that if the information on the geology is not accurate then this could raise concerns as to the credibility of the EIA preparers and the accuracy of other information contained in the document. It was decided that the Chairman and the member from GPD would view the boring samples tomorrow and hold a teleconference with the geologists who conducted the EIA."
"There is no granite intrusive at the proposed Chalillo dam site. The rocks are generally hard, silicified sandstones, siltstones and conglomerates with minor amounts of shales (average: 6.3%). Some of those shales are graphitic and could cause structural weakness in the right abutment of the dam. There is no fault at the proposed Chalillo dam site. There is a major fault located 550m north-west of the proposed Chalillo dam site (observed in the Macal riverbed at around 284585E/1864993N and 284697E/1865135N)."
"The rocks at the proposed Chalillo Dam site are predominantly very hard, silica-cemented sandstones. There are no faults at the site of the dam axis, only minor fractures. However the history of movement along a major fault zone 550m away; the extent of karstification; the 6.3% of weak, graphitic shales (observed in the cores) should be factored into any final plans for the construction of the proposed Chalillo Dam. Having obtained the report of the Inspector's team, the Inspector further recommends that: with the correct identification of rock type(s) in the area and detailed geology, BECOL shares this information with its Engineering (Contractors?) team. In the interest of the transfer of technology (TOT) and transparency this team should consist of national and international engineers. The national component should be public and private."
"Summary, page 2 The statement 'Some of those shales are graphitic and could cause structural weakness in the right abutment'. As pointed out to Mr Moore, the dam under consideration is a gravity type dam and hence the resultant load from the structure will be primarily vertical. On the right abutment there will be very little concrete mass hence very little vertical force as shown on the dam designs submitted to you. Moreover, the presence of graphitic shales was already factored into the design. Therefore, we recommend that the statement be removed. Inclusion of this statement would indicate that the dam design needs to be modified but, as we have explained before, we have fully factored the characteristics of all rock types in the design. The statement 'there is a major fault' should be modified. In the detailed report, Page 9, it is explained that the fault has not shown any movement for some 65 million years. Can the statement be modified to say major inactive fault or include a qualifier on movement? Major Fault, page 2 and page 8 Pages 2 and 8 of the report mention a major fault 500m North-West of the Chalillo Dam Site. It must be noted that mapping was not done that far downstream because geologic features that far downstream would not affect the dam foundation. It is obvious from the reports submitted that we did not map that far. AMEC did not show the fault in question on Figure 2-1 of 1999 Report because it did not seem to warrant the same prominence as other major faults such as Northern and Southern Boundary Faults and Cooma Cairn Fault. Major faults such as those just mentioned, affect the geology and/or topography of the areas they traverse. The fault in question being shorter and subparallel to the Cooma Cairn Fault fits the description of a 'splay fault', which are divergent smaller faults at the extremities of major faults. Our recommendation is that the word 'major fault' be removed or that the qualifiers above be included in the report."
"The sandstones at Chalillo are indeed derived from the erosion of the older granite of the Mountain Pine Ridge and are consequently made up of transported and sedimented mineral particles that previously comprised the granite. However, this similarity does not make the sandstone equivalent to granite. This mineralogical similarity is only as to composition and has nothing to do with the physical strength of the rock. It is like coal and diamonds: both are composed of the element carbon, the physical properties, however, being very different."