Ambergris Caye Belize Resort Development - Department of ...

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4.3 Potable Water Demand. The project will require about 40,070 gallons of water a day as described in table 4.1. This represents 100% of the initial water demand for the project. Table 4.2 Projected potable water demand for ABR Water Demand Type Unit Description Maximum Occupancy Units (gals/day) Total Volume (gallons) A Hotel 112 50 5,600 B Hotel Suites Type A 24 50 1,200 C Hotel Suites Type B 36 50 1,800 D Water Cabanas 36 50 1,800 E Beach Front Villas 126 50 6,300 F Beach Cottages 72 50 3,600 G Apartments 88 50 4,400 H Future Developments 78 50 3,900 I Owner's Club House 6 50 300 J Employee Housing 289 30 8,670 K Transient Visitors 100 25 2.500 L Amenities 1 15% Totals 967 Persons 44.5 avg. 40,070 gals Since the northern most portion of the project will serve to semi permanent to permanent residents, the project water consumption and demand were divided into 2 development zones or tiers as described in table 4.3 below: Table 4.3 Projected ABR Water demand according to zones Tiers Description Tier Demand 1 Beach Front Villas, Beach Cottages, Apartments, Owner Club House 14,600 2 Hotel, Hotel Suites, Water Cabanas, Spa Cabanas, Visitors, Restaurants, Bars, Employee Housing 25,470 Totals 40,070 As can be seen from the table above, tier 2 has the highest water demand per zone. These tiers were developed to better manage the water demand for the project and reduce water loss via excessive piping and eliminating dead ends throughout the project distribution mains. 4-2
4.4 Selection of the preferred source A number of potential water sources were discussed and analyzed in order to meet the project demand. Table 4.4 summarizes the various sources analyzed. These sources are by no means options but a possible combination of sources that would suffice the project’s demand. This would also eliminate the dependency of a single water source. Table 4.4 Selection of the preferred water source for ABR OPTION SOURCE INFRASTRUTURE TYPE OF TREATMENT COMMENTS GROUND Wells, Pumps, storage tanks, chlorination Even though these WATER Cenotes transmission lines were the most likely sources, the wells perforated on site yielded brackish RAIN WATER Seasonal Storage tanks, water Chlorination, water. There was no cenote found. Excellent water HARVESTING rains transmission lines, Ozonation, UV source, easy to treat, water cisterns can be gutters constructed as part of the building foundation, no long term cost. WATER Wells, Pumps, power line, Reverse More expensive and DESALINIZATI ON treatment plant, water Osmosis, Coagulation, complicated to operate, but highly transmission line, sedimentation, dependable and storage tank filtration, UV chlorination, reliable, good for dry season. WATER BESST Storage tanks, water Chlorination, Supplementary RECYCLING Wastewater treatment or transmission lines, UV option exclusively used for restroom equivalent dosing tanks and flushing Bathroom TRANSPORTA- TION OF POTABLE WATER TO THE SITE San Pedro Distribution System Water trucks, barge, pumps, storage tanks 4-3 None Good source for construction, alternate source for emergencies. Not feasible for in the long term.
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ENVIRONMENTAL IMPACT ASSESSMENT for
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2.5.1 Regional Geology 2-73 2.5.2 S
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7.6 Waste Category III and IV - Ind
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10.4.4.3 Road Access 10-12 10.4.4.5
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List of Figures No. Title Sec./Pg.
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Table 10.1 ABR EIA Matrix 10-3 Tabl
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Fecal: of or related to feces. Flor
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Tide: periodic rise and fall of the
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ORIENTATION NOTES The current EIA s
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The resort facilities include: (i)
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Table 2: Caye Occupancy Type Descri
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impacts of note are the dredging an
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1.0 Project Description 1.1 Project
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PL 1.1 PL 1.1: North/South view of
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Fig. 1.2: Conceptual Development Pl
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Components No. of Units/ Lots No. o
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Fig. 1.2b: Elevation Contours in re
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Fig. 1.3a: Phase I of Development 1
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Fig. 1.4: Development Components at
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Fig. 1.5b: On-Site Project Roads an
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Fig. 1.7a: Over-water Buildings, Pi
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1.2.3.1 Construction Phase Most of
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The utilities to be located in the
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1.4 Staffing The total staffing for
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Fig. 2.1: Ecosystems Map of Propose
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waves, which forms an extensive zon
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Table 2.1: Water Quality Tests Resu
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2.2.6 Salinity The proposed project
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least diverse and numerically limit
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These included the seagrass Halodul
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Table 2.2A: Terrestrial and Inter-t
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Common Name and/or Local Name Scien
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Common Name Scientific Name Obs. Tu
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Table 2.2B: Sub-tidal plants of the
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PL 2.5 PL 2.6 PL 2.5: Eastern appro
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PL 2.13 PL 2.14 PL 2.13: Manatee Gr
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PL 2.21 PL 2.22 PL 2.21: Stakes or
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Table 2.3: Invertebrates including
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Common Name or Local Name Scientifi
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Page 89 and 90: Common Name or Local Name M u stard
Page 91 and 92: PL 2.23 PL 2.24 PL 2.23: Horse Conc
Page 93 and 94: Table 2.4: Fish Species Found in Pr
Page 95 and 96: Common Name Scientific Name Obs. Tu
Page 103 and 104: Table 2.5 Reptiles and Amphibians C
Page 105 and 106: (Sphaerodactylus glaucus) [See Tabl
Page 109 and 110: Table 2.7: Birds Found in and Aroun
Page 117 and 118: The CITES listing of the Hawks Bill
Page 119 and 120: Fig. 2.4: BCNP/MR Zoning Scheme 2-7
Page 121 and 122: 2.5.3 Geomorphology The beaches of
Page 123 and 124: 3.0 Policy Review 3.1 INTRODUCTION
Page 125 and 126: 3.1.3 Coastal Zone Management Strat
Page 127 and 128: 3.1.10 Belize Public Health Act Rev
Page 129 and 130: (7) Each traps shall be monitored e
Page 131 and 132: (e) No person shall disturb the nat
Page 133 and 134: The import into, transit through or
Page 135 and 136: 3.1.28 International Conventions an
Page 137: 4.0 WATER RESOURCES 4.1 Occupancy C
Page 141 and 142: schedule. Nevertheless, it is expec
Page 143 and 144: Table 4.5 Rainfall Volume collected
Page 145 and 146: Fig 4.2 Water Harvesting Layout for
Page 147 and 148: Fig. 4.4 Typical Brine Injection We
Page 149 and 150: ANALYZER ANALYZER INPUT CONTROLLER
Page 151 and 152: This will include the determination
Page 153 and 154: Table 4.8 ABR Surface water and wel
Page 155 and 156: 5.0 Wastewater Disposal 5.1 Nature
Page 157 and 158: 5.4 Environmental Wastewater Load C
Page 159 and 160: 2. Prefabricated Secondary Treatmen
Page 161 and 162: Fig. 5.1 Proposed Project Sewer Tre
Page 163 and 164: 6.0 ENERGY GENERATION 6.1 Energy De
Page 165 and 166: for energy generation are compared
Page 167 and 168: Fig. 6.1 Above Ground Storage Tank
Page 169 and 170: 7.0 SOLID WASTE 7.1 Solid Waste Cat
Page 171 and 172: According to the BSWMP (Stantec 199
Page 173 and 174: natural lighting. The trees cleared
Page 175 and 176: the landfill when ready. Used batte
Page 177 and 178: Table 7.4b Waste Reduction Yield fo
Page 179 and 180: 8.2 Hurricane Preparedness Plan (Ev
Page 181 and 182: - At least two tarpaulins for damag
Page 183 and 184: 8.2.7 Safety Precautions These prec
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Page 187 and 188: Table 8.3 Inland Spill Level Level
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9.0 Integrated Social Assessment Re
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some 1.3 miles south west of the NO
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populations not found on the island
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9.3 Land Tenure In the early 1990s
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Fig. 9.2 Reef Cuts In the Region of
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Depth in a small lagoon that leads
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each ridge where it meets the mangr
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Fig. 9.5 Dive Sites at Ambergris Ca
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9.7.4 The San Pedro Town Council Th
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9.10 Cayes Development Policy and t
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9.14.1 Bacalar Chico National Park
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Fig. 9.6 Bacalar Chico National Par
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zone are to prevent fishery stocks
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9.14.3 Rocky Point The entire beach
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The system's seven sites illustrate
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Chapter 10 10.0 Environmental Impac
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energy generation, the production o
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system 0.8 - 3 Miles North and Sout
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10.3.4 Solid Waste Impacts The gene
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There are no secondary impacts of n
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Road Access Disturbances (noise, a
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Noise pollution from equipment and
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10.4.4.8 Education/Health Services
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Category of Project Activity Existi
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- Demand for services - Impacts on
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11.0 Impact Mitigation Chapter 11 1
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Development Activity Primary Impact
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to allow for the re-colonization of
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Development Activity Primary Impact
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Table 11.3: Mitigation Matrix in Re
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use conflicts is the issue of touri
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Development Activity General Social
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Development Activity General Social
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Table 12.1: Proposed Monitoring Pla
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Parameter Frequency Critical Level
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Development Issue Option #1 & Justi
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References Auil, N. 1997. Manatee R
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Littler, D.S., M.M. Littler and B.L
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Thurman, H.V. 1988. Introductory Oc
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TABLE OF CONTENTS Introduction…
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ancient Maya, particularly from Lat
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Figure 1: Map of Belize showing loc
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Fig. 3: Map of Ambergris Caye showi
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Fig. 4: Map of Ambergris Caye showi
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assessment. If we are accurate, how
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Fig. 7: Section Plan of posthole te
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should therefore be taken into care
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Franco The Franco site is located a
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REFERENCES CITED Boxt, Matthew 1983
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McKillop, Heather 1980 Moho Caye, B
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. Photo 1: View of Rocky Point Phot
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Photos 5—8: Various views of tran
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Photo 11 & 12: Photograph of Unit 1
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Photo 15: Photograph of potsherds r
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Goldsmith F.B. 1991. Monitoring for
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Paz, G.M. and T. Grimshaw. 2001. St
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