Ambergris Caye Belize Resort Development - Department of ...

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4.5.3 Tertiary Source Description The estimated volume of water required for the flushing of toilets would be around 12,171 gallons a day at full occupancy or 4,869 gallons a day according to the 40 % occupancy of the Belize Tourist Board. Table 4.6 summarizes the recycled wastewater volume required at full occupancy. Table 4.6 Volume of recycled Wastewater required for flushing Maximum Water Consumption Recycled Water Occupancy Water Demand for the Type Infrastructure Residents Unit gals/day flushing toilets A Hotel Hotel Suites Type 112 50 5,600 15 1,680 B A Hotel Suites Type 24 50 1,200 15 360 C B 36 50 1,800 15 540 D Water Cabanas 36 50 1,800 15 540 E Beach Front Villas 126 50 6,300 15 1,890 F Beach Cottages 72 50 3,600 15 1,080 G Apartments Future 88 50 4,400 15 1,320 H Developments Owner's Club 78 50 3,900 15 1,170 I House 6 50 300 15 90 J Employee Housing 289 30 8,670 9 2,601 K Transient Visitors 100 25 2,500 9 900 Totals 967 40,070 12,171 * Consider 3 gals of recycled wastewater per flush from the BESST Treatment System. The volume of potable water needed to supplement the demand for the project once in full operation would be about 27,889 gallons a day or 68 %. This would therefore be the maximum capacity required. The recycled wastewater will be stored in reservoir tanks as described in table 4.6 (see chapter 5 for details. This water will be chlorinated by a chlorination system prior to being stored (see figure 4.5). The excess water generated by the treatment plant will be used for irrigation purposes, fire fighting requirements and other non potable uses. ABR project is not expected to affect other users of water in the area since the primary source will be mainly from the rain water system. Any excess treated wastewater will be discarded in the lagoon. 4-12
ANALYZER ANALYZER INPUT CONTROLLER FLOW INPUT FLOW METER CHLORINATE ROOM 4-13 FLOW DOSING DEVICE PROPOSED RECYCLED WASTEWATER TREATMENT PLAN Fig 4.5 Recycled wastewater treatment plan 4.5.4 Water Conservation TRANSMISSION PIPE TUNICH- NAH CONSULTANTS & ENGINEERING José García P Eng. # 053-2001 Since the project is located some distance away from San Pedro town, ABR Limited will develop and incorporate a strict water conservation code. These measures will include the education of the staff and guests on the importance of water conservation and by the installation flow reduction devices. These procedures will be implemented to reduce the water consumption and minimized water loss. This is especially important since rain water harvesting will be the primary source of water. In the end, this method will ultimately conserve both resources and energy. Table 4.7 describes the different demands according to population as well as the required conservation measures required. Table 4.7 Projected Water Demand at different occupational rates for ABR Water Occupancy Percentage Rates (%) Consumption 100% 70% 40% 20% Occupation (persons) 967 677 387 193 Water Demand (gals/day) 40,070 28,049 16,028 8,014 Wastewater Production (gals/day) 28,049 19,634 11,220 5,610 Recycled Wastewater (gals/day) 12,171 8,520 4,868 2,434 Required Demand (gals/day) 27,899 19,529 11,160 5,580 Non Potable Uses (gals/day) 15,878 11,115 6,351 3,176
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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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Common Name or Local Name Beaded Se
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Common Name or Local Name M u stard
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PL 2.23 PL 2.24 PL 2.23: Horse Conc
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Table 2.4: Fish Species Found in Pr
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Page 97 and 98: 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 and 138: 4.0 WATER RESOURCES 4.1 Occupancy C
Page 139 and 140: 4.4 Selection of the preferred sour
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: Fig. 4.4 Typical Brine Injection We
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
Page 185 and 186: 1) Fire alarm detection and notific
Page 187 and 188: Table 8.3 Inland Spill Level Level
Page 189 and 190: 9.0 Integrated Social Assessment Re
Page 191 and 192: some 1.3 miles south west of the NO
Page 193 and 194: populations not found on the island
Page 195 and 196: 9.3 Land Tenure In the early 1990s
Page 197 and 198: 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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