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ENVIRONMENTAL ASSESSMENT REPORT FOR HAMPTON INN & SUITES HOTEL PARCEL NO. 2 & 4 ESTATE THOMAS ST. THOMAS, U.S. VIRGIN ISLANDS SUBMITTED BY: HAVEN DEVELOPMENT, LLC PREPARED BY: BIOIMPACT, INC. HAVEN DEVELOPMENT, LLC BOSCHULTE ARCHITECTURE, LLC BASE4 AND KIMLEY-HORN SEPTEMBER 2022 TABLE OF CONTENTS APPLICATION FORMS ENVIRONMENTAL ASSESSMENT REPORT SECTION SECTION NAME PAGE 1.00 NAME AND ADDRESS OF APPLICANT 1 2.00 LOCATION OF PROJECT 1 3.00 ABSTRACT 3 4.00 STATEMENT OF OBJECTIVES SOUGHT BY THE PROPOSED PROJECT 3 5.00 DESCRIPTION OF PROJECT 3 5.01 Summary of Proposed Activity 4 5.01a Discussion of Project 4 5.01b The Presence and Location of Any Critical Area(s) and Possible Trouble Spots 4 5.01c Methods of Construction 4 5.01d Provisions to Limit Site Disturbance 5 5.01e Sediment Control Methods to be Implemented 5 5.01f Schedule for Construction Activities & Implementation of sediment Sediment Control Measures 5 5.01g Maintenance of Sediment and Siltation Control Measures 6 5.02 Drawings and Maps 7 5.03 Project Workplan 7 6.00 ENVIRONMENTAL SETTING AND PROBABLE IMPACT ON ENVIRONMENT 8 6.01 Climate and Weather 8 6.02 Geological Resources 14 6.03 Drainage, Flooding and Erosion Control 17 6.04 Freshwater Resources 18 6.05 Oceanography 20 6.06 Marine Resources 30 6.07 Terrestrial Resources 31 6.08 Wetlands 31 6.09 Rare and Endangered Species 32 6.10 Air Quality 32 7.00 IMPACT OF THE PROPOSED PROJECT ON HUMAN ENVIRONMENT 32 7.01 Land and Water Use Plans3 32 7.02 Visual Impacts 32 7.03 Impacts on Public Services 33 7.04 Social Impacts 35 7.05 Economic Impacts 35 7.06 Impacts on Historical & Archaeological Resources 36 7.07 Recreational Use 36 7.08 Waste Disposal 36 7.09 Accidental Spills 36 7.10 Potential Adverse Effects Which Cannot be Avoided i 36 8.00 MITIGATION PLANS 37 9.00 ALTERNATIVES TO PROPOSED ACTION 37 10.00 RELATIONSHIP BETWEEN SHORT- AND LONG-TERM USES OF MAN’S ENVIRONMENT 37 11.00 REFERENCES 37 APPENDICES APPENDIX A Qualification of Preparers Bioimpact, Inc. Jeffrey T. Boschulte, AIA, NCARB, LEED AP APPENDIX B Project Drawings ii ENVIRONMENTAL ASSESSMENT REPORT 1 1.00 NAME AND ADDRESS OF APPLICANT Developer: Haven Development LLC 8264 Sub Base #3 St. Thomas VI 00802 Property Owner: Government Employees Retirement System (GERS) 3438 Kronprindsens Gade GERS Complex, 3rd Floor Ste. 1 St. Thomas, V.I. 00802 2.0 LOCATION OF PROJECT Hotel will be in the eastern portion of Charlotte Amalie, adjacent to the West Indian Company, Ltd.’s (WICO) Dock. The hotel will be built on of Parcels No. 2 and 4 Estate Thomas, 6F and 6B New Quarter, St. Thomas, U.S. Virgin Islands. The parcels are located adjacent to the Havensight Mall near what is commonly referred to as the West Indian Company Dock. The cruise ship port is one of the busiest in the world. The parcels are located just inland from the cruise ship bulkhead and are located on filled submerged lands. The project will be located at Latitude 18.333657°N Longitude -64.920326°W (Parcel 2) and Latitude 18.333164° Longitude -64.921209°. The entire project is within the first tier of Coastal Zone Management. ENVIRONMENTAL ASSESSMENT REPORT 2 Figure 1: Project Vicinity and Location Map. Figure 2: Aerial photograph of Haven Development’s development site. ENVIRONMENTAL ASSESSMENT REPORT 3 3.00 ABSTRACT Haven Development, LLC (“Applicant”) proposes to construct a five (5) story, 126 room 71,040 sf hotel on Parcel 2 with 131 parking spaces and 3 loading spaces divided between Parcels 2 and 4. The intent is to create a hotel which will service both business travelers and tourists alike. 4.00 STATEMENT OF OBJECTIVES SOUGHT BY THE PROPOSED PROJECT The objective of this project is to construct a 126-room full-service hotel in Charlotte Amalie, the hotel is intended to serve business and vacation travelers. 5.00 DESCRIPTION OF PROJECT 5.01 Summary of Proposed Activity The proposed project is a 5-story, 126 room hotel. The 71,040 sf hotel will be branded as a Hampton Inn & Suites, an international upper midscale limited service brand, and the hotel is expected to serve both business and leisure travelers. The hotel will have food and beverage services, flexible meeting spaces, a fitness center, convenience shop, business center, and outdoor pool. The project will include back-of house areas for all operations and will provide adequate parking facilities (131 spaces and 3 loading spaces) for the rooms and public spaces. The hotel will be constructed on a deep pile foundation system supporting a first floor consisting of traditionally constructed cast-in-place concrete slab and site-constructed walls forming the base for the structure. Pile foundation system was selected based on the existing soil conditions and for minimal impact to surrounding structures, to include the existing WICO dock construction elements. Vertical circulation elements to include elevator shaft and egress stair towers at building ends will also be constructed of concrete using traditional methods. The additional four floors will be constructed with modular prefabricated hotel guest rooms constructed off-site and brought to the site and then erected in place. Modular units will be prefabricated in a factory-controlled environment, transported via ship and off loaded directly to the construction site minimizing trucking over land and impacts to roadways during construction. Once at the site, the modular units will be assembled on the prepared level one base. This building method will cut down on construction time and potential impact to the project site as well as the surrounding facilities when compared to traditional construction methods. Utilizing a prefabricated modular built system will also result in less building waste, thereby reducing impact on the local landfill. The project will also include recreational areas in support of the hotel, to include an outdoor pool and pool seating area on the first floor. VI Code parking requirements will be met and provided on- site. The new Visitor Center will be constructed on a cast-in-place slab supported by a pile foundation with site built exterior walls of site-built reinforced concrete masonry units. ENVIRONMENTAL ASSESSMENT REPORT 4 5.01a. Purpose of Project The purpose of project is to create a hotel located within the Havensight Mall area of St. Thomas with easy access to businesses and shopping alike, while improving the Virgin Islands tourism product offering. 5.01b. Presence and Location of Any Critical Area(s) and Possible Trouble Spot(s) The parcels are located adjacent to the Havensight Mall and adjacent to what is commonly referred to as the West Indian Company Dock. The cruise ship port is one of the busiest in the world. The parcels are located just inland from the cruise ship bulkhead and are partially located on filled submerged lands. The parcels are to the southwest of the West Indian Company Limited Administrative Offices and the parcels contain existing warehouses, parking, and offices. Several of the warehouses have not been repaired after being damaged by hurricanes Irma and Maria in 2017. The existing dock utilizes a dead-man system of bulkhead anchors constructed circa 1951 when improvements were made to the dock. As these lie in close proximity to the project site, care will be taken during the development not to impact the dead-man tie-backs. Based upon existing drawings provided by WICO the dead-man tiebacks appear to extend about 14 meters (+/- 46 feet) from the edge of the dock landward. The new Hotel building will be supported by deep foundations/deep piles (as opposed to shallow foundations). With this support system the structural load of the Hotel is not anticipated to surcharge the existing bulkhead structure. Staging of any cranes or other heavy construction equipment will also be coordinated/staged to avoid impacting of nearby bulkhead wall/system foundations. The site has a history of marine use and on a historic wharf. The subject parcels have been used for bauxite storage and loading and significant fuel storage has occurred within the area. The warehouses on the site have been used to store a variety of materials including fuels, oils, and batteries. The property comprising the dock is subject to an Environmental Covenant, recorded against the bulkheaded site as Doc No. 2013003950, stating that the Property is impacted with weathered petroleum hydrocarbons and non-aqueous phase liquids (NAPL) which is low risk and will be managed by restricting the Property for commercial purposes; keeping affected soils, groundwater and NAPL isolated from direct exposure at the ground surface; and ensuring that shallow groundwater is not used for any purpose. The developer is aware of this condition and conducted a Phase II investigation to determine the depth of contamination layers. The development is being designed to minimize any potential of impact to the contaminated soils which might result in the release of hazardous substances. There are six (6) large Mahogany trees (Swietenia macrophylla) in the planter adjacent to the parking lot on Parcel 2. These trees are outside of the site’s property line and will be preserved. 5.01c. Proposed Method of Construction The hotel will be constructed on a deep pile foundation system supporting a first floor consisting of traditionally constructed cast-in-place concrete slab and site-constructed walls forming the base for the structure. The first floor will be raised four feet above adjacent grade with a finish floor elevation of 13.00’ NGVD. The intent is to limit subgrade disturbance to the greatest extent ENVIRONMENTAL ASSESSMENT REPORT 5 possible in the construction of the building’s foundation systems. The new Visitor Center will have a FFE of 9.50’ NGVD allowing for easy pedestrian access by visitors entering the Havensight Mall area via the cruise ship dock gates. 5.01d. Provisions to Limit Site Disturbance This is a completed developed site and has been since historic times. The properties are filled land and except for the planters have no vegetation. The mahogany trees in the planter along the roadside are outside of the site’s property line and will be preserved. Construction will have limited excavation below the level of the existing paved surfaces to minimize the potential of affecting the contaminated soil level. 5.01e. Sediment Control Methods to be Implemented Sediment control methods to be implemented include installation of following best management practices (BMPs) for the protection of the existing storm sewer and drainage systems, installed at the start of construction activites: 1. Sediment control silt fence 2. Fence with dust screen 3. Drop inlet sediment barrier 4. Filtrexx sediment control (O.A.E.) 5. Filtrexx inlet protection (O.A.E.) 6. Stabilized construction entrances Sediment Control Methods are described in more detail on the following drawings: 1. Erosion Control Notes sheet C-300 2. Erosion Control Plan sheet C-301 3. Erosion Control Details Sheet C-302 5.01f. Schedule for Construction Activities & Implementation of Sediment Control Measures At the commencement of construction activities and prior to any earthmoving, sediment protection of the storm sewer or receiving water ways will be installed per the SWPPP. Stormwater inlets shall be protected during construction and employed as soon as practical during the various stages of inlet construction. Silt barriers shall remain in place until construction is complete or if in grassed areas, until sodding around inlets is complete. Stabilized construction entrances shall be installed at the start of construction to reduce sediment tracking off site. All wash water from concrete trucks, vehicle cleaning, equipment cleaning, etc. shall be detained on site and shall be properly treated or disposed. Sequence of Construction Activities: PHASE 1: 1. Construct stabilized construction entrance and install silt fence and inlet protection. 2. Perform any clearing and grubbing and demolition. ENVIRONMENTAL ASSESSMENT REPORT 6 Phase 2: 1. Perform mass grading. Rough grade to establish proposed drainage patterns. 2. Construct proposed drainage infrastructure. 3. Temporarily seed with pure live seed, throughout construction, disturbed areas that will be inactive for 7 days or more or as required by Generic Permit. 4. Construct proposed improvements, including building pad. 5. Complete final grading, landscaping/seeding, and final stabilization. 6. Remove temporary erosion control measures. 5.01g. Maintenance of Sediment and Siltation Control Measures All measures stated on the erosion control and sediment control plan, and in the SWPPP shall be maintained in fully functional condition until no longer required for a completed phase of work or final stabilization of the site. All erosion and sedimentation control measures shall be checked by a qualified person at least once every seven calendar days and within 24 hours of the end of a 0.5” rainfall event, and cleaned and repaired in accordance with the following: 1. Inlet protection devices and barriers shall be repaired or replaced if they show signs of undermining or deterioration. 2. All seeded areas shall be checked regularly to see that a good stand is maintained. Areas should be fertilized, watered, and reseeded as needed. 3. The compost sock filtration device shall be inspected periodically for height of sediment and condition of device. Compost stock shall be repaired to its original conditions if damaged. Sediment shall be removed from the compost sock when it reaches one-third the height of the compost sock. 4. The construction entrances shall be maintained in a condition which will prevend tracking or flow of mud onto public rights-of-way. This may require periodic top dressing of the construction entrances as conditions demand. 5. The temporary paring and storage area shall be kept in good condition (suitable for parking and storage). This may require periodic top dressing of the temporary parking as conditions demand. 6. Outlet structures in the sedimentation basins shall be maintained in operational conditions at all times. The sediment basins/ditches shall be checked monthly for depth of sediment. Sediment shall be removed form sediment basins or traps when the design capacity has been reduced by 10% and after construction is complete. 7. All maintenance operations shall be done in a timely manner but in no case later than seven calendar days following the inspection. Diversion dikes shall be inspected monthly. Any breaches shall be promptly repaired. 8. A maintenance report shall be completed daily after each inspection of the sediment and erosion control methods. The reports shall be filed in an organized manner and retained on- site during construction. After construction is completed, the reports shall be saved for at least three years. The reports shall be available for any agency that has jurisdiction over erosion control. 9. All repairs must be made within 24 hours of report. 10. The superintendent shall organize the training for inspection procedures and proper erosion control methods for employees that complete inspections and reports. 11. Silt fences shall be repaired to their original conditions if damaged. Sediment shall be removed from the silt fences when it reaches one-half the height of the silt fence. ENVIRONMENTAL ASSESSMENT REPORT 7 5.02 DRAWINGS AND MAPS – APPENDIX B C-100 Cover Sheet C-101 General Notes C-200 Demolition Notes C-201 Demolition Plan C-300 Erosion Control Notes C-301 Erosion Control Plan C-302 Erosion Control Details C-400 Site Plan C-500 Paving Grading and Drainage Plan C-501 Paving Grading and Drainage Details C-600 Water and Sewer Notes A-1.1 Site Plan A-2.1 First Floor Plan A-2.2 Second Floor Plan A-2.3 Third Floor Plan A-2.4 Fourth Floor Plan A-2.4 Fifth Floor Plan A-2.6 First Floor Module Plan A-2.7 Second Floor Module Plan A-2.8 Third-Fifth Floor Module Plan A-3.1 Enlarged Plan A-3.2 Enlarged Plan A-3.3 Enlarged Plan A-3.4 Enlarged Plan A-3.5 Enlarged Plan A-4.1 Sections A-4.2 Sections A-5.1 Elevations A-5.2 Elevations A-6.1 3D Views A-6.2 3D Views A-6.3 3D Views A-6.4 3D Views AV-2.1Visitor Center Floor Plan AV-4.1 Visitor Center Sections AV-5.1 Visitor Center Elevations AV-5.2 Visitor Center Elevations 5.03 PROJECT WORKPLAN Projected project schedule: Start Construction: January 1, 2023 Earthwork activities: 1 months Foundation / First Floor Construction: 4 months Installation of modular units: 3 months ENVIRONMENTAL ASSESSMENT REPORT 8 Roof construction: 1 months Interior finishing/ Final site work: 3 months Substantial Completion: December 31, 2023 6.00 ENVIRONMENTAL SETTING AND PROBABLE PROJECT IMPACT ON THE ENVIRONMENT 6.01 CLIMATE AND WEATHER Prevailing Winds The Virgin Islands lie in the path of the "Easterlies" or "Trade Winds" which traverse the southern part of the "Bermuda High" pressure area, and thus the predominant winds are usually from the east, northeast and east (IRF, 1977). The Trade Winds vary seasonally and are broadly divided into four seasonal modes: 1) December to February; 2) March to May; 3) June to August; and 4) September to November. Below are the characteristics of each of these modes as taken from Marine Environments of the Virgin Islands Technical Supplement No. 1 (IRF, 1977). December - February During the winter the trade winds reach maximum speeds and blow with great regularity from the east-northeast. Wind speeds range from eleven to twenty-one knots about sixty percent of the time in January. This is a period when the Bermuda High is intensified with only nominal compensation pressure changes in the Equatorial Trough. The Trade Winds during this period are interrupted by "Northerners" or "Christmas Winds" which blow more than twenty knots from a northerly direction in gusts for one to three days. Such outbreaks average about thirty each year. They are created by strengthening of high-pressure cells over the North American continent which, in turn, allows weak cold fronts to move southeastward over the entire Caribbean region. These storms are accompanied by intermittent rains and by clouds resulting in low visibility for mariners. March - May During the spring, the Trade Winds are reduced in speed and blow mainly from the east. Winds exceed twenty knots only thirteen percent of the time in April. The change in speed and direction are the result of a decrease of the Equatorial Trough. June - August Trade Winds reach a secondary maximum during this period and blow predominantly from the east to east-southeast. Speeds exceed twenty knots twenty-three percent of the time during July. The trend for increasing winds results from the strengthening of the Bermuda High and a concurrent lowering of the pressure in the Equatorial Trough. Trade Winds during this period are interrupted by occasional hurricanes. September - November During the fall, winds blow mainly from the east or southeast and speeds reach an annual minimum. Only seven percent of the winds exceed twenty knots in October. The low speeds result from a ENVIRONMENTAL ASSESSMENT REPORT 9 decrease in the Equatorial Trough. During this period, especially during late August through mid- October, the normal Trade Wind regime is often broken down by easterly waves, tropical storms and hurricanes. The most representative long-term wind records were found to be those from the Cyril E. King Airport station (located approximately 3.3 miles west of the Project Area). The station contains approximately 68 years of wind data records beginning in 1953. NOAA Station 9751639 is located closer to the project site on the West Indian Company (WICO) Dock but only has wind records dating back to the year 2000. The data indicate that the predominant winds are from the east, with 90% of the winds occurring from the southeast to northeast. Winds from the south (the Harbor’s most exposed fetch) occupy approximately 5% of the data record. A wind rose of the hourly wind speeds for the 1953 – 2020 time period is provided in Figure 6.01.1. Figure 6.06.1 below, provides hourly wind speeds by both return period and direction from the Cyril E. King Airport from 1953 to 2020. ENVIRONMENTAL ASSESSMENT REPORT 10 Figure 6.01.1 Hourly Wind Rose for Cyril E. King Airport, 1953-2020 (https://weather.gov/data/obhistory/TIST.html) Figure 6.06.2 Extreme Value Analysis for Winds at the Cyril E. King Airport, 1953-2020. The table indicates the frequency of occurrence. (https://weather.gov/data/obhistory/TIST.html) ENVIRONMENTAL ASSESSMENT REPORT 11 Figure 6.01.3 Comparison between recordings from Cyril E. King Airport and NOAA Wave Watch III (WW3) model under normal conditions. Figure 6.01.4 Comparison between recordings from Cyril E. King Airport and NOAA Wave Watch III (WW3) model under storm conditions. The United States Army Corps of Engineers (USACE) provides high quality wave hindcast data along the United States coastlines via the Wave Information Studies (WIS) project (USACE, 2020). Station #61022 is located approximately 64 miles offshore of Havensight Point and provides wind observations over a 34-year period from 1980 to 2014. A wind rose and percent occurrence by ENVIRONMENTAL ASSESSMENT REPORT 12 direction is provided in Figure 6.01.5 and Figure 6.01.6, respectively. This offshore station shows the same pattern as the Cyril E. King Airport Station (Figure 6.01.1), with winds predominantly from the East sector. Wind speed shows approximately 90% of measurements being less than 20 knots (10 m/s) with a mean hourly wind speed of 13.4 knots (6.9 m/s). Figure 6.06.5 Wave Information Study Station #61022 Wind Rose (USACE 2020) ENVIRONMENTAL ASSESSMENT REPORT 13 Figure 6.01.6 Directional Wind Speed Probability (USACE, 2020) Storm and Hurricanes There are numerous disturbances during the year, especially squalls and thunderstorms. These occur most frequently during the summer, lasting only a few hours and causing no pronounced change in the Trade Winds. A tropical cyclone who’s sustained (1 minute average) winds exceed 74 miles per hour is termed a hurricane in the northern hemisphere, and significantly affects the area. Hurricanes occur most frequently between August and mid-October with their peak activity occurring in September. The annual probability of a hurricane is one in sixteen years (Bowden, 1974). St. Thomas and the harbor area were hit by two Category V hurricanes in September of 2017, Irma on September 6th and Maria on September 19-20th. The seas and winds associated with these storms sunk numerous vessels, the marina, and damaged the benthic environment. Damage has been noted at over 30 ft of water depth due to waves and swells. The areas immediately adjacent to the proposed hotel area were impacted and the warehouses on the site were damaged by the wind associated with the storms. Rainfall The average annual rainfall on St. Thomas is approximately 40 inches, ranging from 35 inches toward the eastern end of the island to more than 55 inches at the higher elevations. The Havensight area receives between 40 and 45 inches of rainfall per year, on average. The rainfall ENVIRONMENTAL ASSESSMENT REPORT 14 usually occurs in brief, intense showers of less than a few tenths of an inch (Jordan, 1975). February and March are the driest months, and September is the wettest, with nearly half the annual rainfall occurring between August and November (Jordan, 1975). Temperature Annual temperatures average 79 degrees Fahrenheit (F), with the winter low averaging 76 degrees F. and the summer high reaching an average of 84 degrees F. Occasionally, maximum daily temperatures will exceed 90 degrees F. and minimum temperatures will drop below 70 degrees F. (Jordan, 1975). Average rainfall and temperature are summarized in Table 6.01.2, below. Table 6.01.2 Monthly Climate Summary Southeast Regional Climate Center, sercc@climate.ncsu.edu CHARLOTTE AMALIE HARBOR, VIRGIN ISLANDS (678905) Period of Record Monthly Climate Summary Period of Record: 1/12/1972 to 4/30/2012 Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Annual Average Max. Temperature (F) 84.7 85.0 85.5 86.4 87.4 89.1 89.9 90.1 89.5 88.6 87.0 85.5 87.4 Average Min. Temperature (F) 72.3 72.2 72.7 74.2 76.3 77.7 78.0 78.1 77.6 76.6 75.1 73.3 75.3 Average Total Precipitation (in.) 2.03 1.45 1.46 2.74 3.35 2.75 2.66 3.83 5.42 5.94 5.54 2.84 40.01 Average Total Snowfall (in.) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Average Snow Depth (in.) 0 0 0 0 0 0 0 0 0 0 0 0 0 Percent of possible observations for period of record. Max. Temp.: 84% Min. Temp.: 83.6% Precipitation: 80.9% Snowfall: 80.1% Snow Depth: 76% Check Station Metadata or Metadata graphics for more detail about data completeness. Impact on the Proposed Hotel Due to the location within the harbor, the hotel site adjacent to the WICO Dock is protected from most sea events. The hotel will be designed to meet the most recent hurricane codes. 6.02 LANDFORMS, GEOLOGY AND SOILS Geology of St. Thomas The Virgin Islands are near the northeastern corner of the present Caribbean Plate, a relatively small trapezoidal-shaped plate which is moving eastward relative to the North and South American continents carried on the American plate. The arc of the lesser Antilles is an active volcanic arc above a subduction zone in which the Atlantic oceanic crust of the American plate is carried downward under the Caribbean Plate. The closest volcano to the Virgin Islands which is still active is Saba, about 160 km to the east. St. Thomas and St. John are composed of stratified volcanic and volcaniclastic rocks with minor limestone of the Early Cretaceous (Albain) to possibly the late Cretaceous age (Donnelly, 1966). These rocks are of granitic composition, some of which may be as young as Tertiary (Kesler and Sutter, 1979). The oldest rocks on St. John are submarine lavas ENVIRONMENTAL ASSESSMENT REPORT 15 (keratophyre and spilite), beds of volcanic debris and chert and associated intrusive rocks of the Water Island Formation. Fossils in cherts of the Water Island Formation indicate that the unit is of Early Cretaceous (Albain) age. The Water Island Formation is overlain by andesitic volcanic and volcaniclastic rocks of the Louisenhoj Formation which underlies the island of St. Thomas to the east and much of the northwestern portion of St. John. Donnelly (1966) suggested that the Louisenhoj Formation was deposited uncomfortably on the Water Island Formation after a period of emergence, tilting and erosion, on the slopes and environs of a subaerial volcanic island located roughly between St. Thomas and St. Johns, an area now occupied by Pillsbury Sound. The youngest layered deposits on St. Thomas are volcaniclastic rocks of the Tutu Formation. Fossils contained in the Tutu Formation suggest that those deposits are of the Early Cretaceous (Albain) age (Donnelly at al., 1971). It appears that all the volcaniclastic rocks of St. Thomas were deposited in relatively short period of time spanning 10 to 15 million years approximately 100 million years ago (D. Rankin, 1988). An irregular coastline, numerous bays, steep slopes, and small drainage areas characterize St. Thomas. For the most part, the topography is very mountainous, and coastal plains are almost completely absent. Charlotte Amalie harbor is a natural deep-water port and has been heavily altered by man over time. The Charlotte Amalie harbor entrance channel, WICO berth area and turning basin, have all been dredged in the past. The project site is filled land and much of it has been filled for more than 80 years. Looking toward the WICO dock, circa 1940s. ENVIRONMENTAL ASSESSMENT REPORT 16 1954 Aerial Service Map of the Dock s shown above photographs, even by 1940’s the project area was filled, and the shoreline bulkheaded. The WICO dock is in operation, primarily for cargo and there are two large cargo cranes visible to the south of the project site and warehouses within the project site. ENVIRONMENTAL ASSESSMENT REPORT 17 The U.S. Department of Agriculture (USDA) Custom Soil Survey identifies one soil types within the project site: Urban land (UbD). Urban Land is land which has been highly altered by man’s activities. Impact of Hotel Development The site is already completely altered therefore the development of the area will have no impact on the geology of St. Thomas. 6.03 DRAINAGE, FLOODING AND EROSION CONTROL 6.03A IMPACT ON TERRESTRIAL AND SHORELINE EROSION The project will be built on a previously developed site completely covered impervious areas. New impervious grassed areas will be created. Water runoff volume will not be increased from the development. Water on the site is collected in storm drains and directed offshore. The project will have no impact on the shoreline and will not be altering the previously bulkheaded shoreline. ENVIRONMENTAL ASSESSMENT REPORT 18 6.03B RELATIONSHIP TO THE COASTAL FLOOD PLAIN According to the effective (2017) FEMA FIRM Maps, the proposed hotel lies in Flood Zone X where 100-yr coastal flooding is not expected during the 100-year return period flood event. FEMA FIRM Map Panel 27 is shown below. Coastal Flooding should have a negligible impact on the property. Finish floor elevation for the first floor of the Hotel will be 13.00’ NGVD and finish floor elevation for the Visitor Center will be 9.50 NGVD. 6.04 FRESHWATER RESOURCES No freshwater resources will be impacted by the proposed hotel. The hotel is on filled land which is adjacent to an active port facility. There are no wells within the immediate area. ENVIRONMENTAL ASSESSMENT REPORT 19 ENVIRONMENTAL ASSESSMENT REPORT 20 6.05 OCEANOGRAPHY 6.05A SEABED ALTERATION The hotel will require no seabed alteration. 6.05B TIDES The Virgin Islands coastal areas are not subject to significant tidal ranges or tidal currents. Due to the small size of the islands, the sea flows around the islands, causing an average tidal range of only a few inches and maximum change of only a little over a foot. Only very narrow intertidal zones are found because of this lack of tidal amplitude and the steepness of the island rising out of the sea. The tides on the south coast of St. Thomas are primarily diurnal in nature. There is a slight secondary cycle (semi-diurnal), but this is almost indistinguishable and is reduced to very small ebbs and floods. The mean tides range from 0.8 ft to 1.0 ft and the spring tidal ranges reach up to 1.3 ft. The surface currents throughout the Caribbean are driven by the North Equatorial Current which runs west-northwest through the islands and then joins the Gulf Stream. These currents change very little from season to season, with the currents coming more from the south during the summer months. Because of the shallowness of the Caribbean basin, less than 1,000 meters, mainly surface water from the Atlantic flows through the islands. Currents off the south side of St. Thomas average 0.7 knots 23 percent of the time. NOAA tide station Charlotte Amalie, VI - Station ID: 9751639 was established in 1975. It shows a mean tidal range of 0.7 feet and a diurnal range of 0.79 feet. The maximum high water was measured at +3.72 ft on September 16, 1995 (Hurricane Marilyn) and a minimum of -1.47 feet on February 6, 1985 (Datum MLLW for both extreme values). Figure 6.05.1 below and Table 6.05.1 show the extreme water levels at the Charlotte Amalie, VI station that were evaluated using the US Army Corps of Engineers’ (USACE) calculator (version 5/17/2017) based on local tide gauge data – 32 years of record. ENVIRONMENTAL ASSESSMENT REPORT 21 Figure 6.05.1 Tidal Datums and extreme water levels Station relative to VIVD09/MSL - Station 9751639 Table 6.05.1 Extreme water levels Station relative to VIVD09/MSL - Station 9751639 Extreme Water Level MSL, ft Yearly 0.79 2 years 1.05 5 years 1.32 10 years 1.57 20 years 1.87 50 years* 2.38 100 years* 2.89 *Period of record is less than return period ENVIRONMENTAL ASSESSMENT REPORT 22 Figure 6.05.2 Station 9751639 Tidal Datums Relative to MLLW. Seasonal water levels vary according to fluctuations in coastal temperatures, winds, pressures, and other factors (NOAA CO-OPS, 2020). Peak water levels at the Charlotte Amalie station typically occur during the month of October and are approximately 0.25 ft (0.076 m) higher than the mean (Figure 6.05.3). The lowest water levels occur during the spring and are approximately 0.17 ft (0.052 m) lower. ENVIRONMENTAL ASSESSMENT REPORT 23 Figure 6.05.3 Seasonal Water Level Variations Relative to Mean Sea Level. The United States Coast Pilot, published by NOAA, provides important guidance to navigators of coastal waters and is intended to supplement nautical charts (NOAA NOS, 2020). Among the various topics included in the Coast Pilot is information on local current conditions. U.S. Coast Pilot 5, Chapter 14 describes the USVI, which contains information on the ports and harbors of Charlotte Amalie, St. Thomas. In the general vicinity of the USVI there is an oceanic current velocity of approximately 0.2 knots (0.34 ft/sec) that varies in direction from the northwest to west. Currents within the St. Thomas Harbor are not well established by observation nor measured. Figure 6.05.4 depicts the modeled current velocity in the harbor. The simulated current velocities were highest during peak flood tides and lowest during ebb. The area off shore of the hotel site is modeled to have the lowest currents and is depicted in blues and purples. ENVIRONMENTAL ASSESSMENT REPORT 24 Figure 6.05.4 Modeled Currents in St. Thomas’s Harbors (St. Thomas Flushing Model, GDH (2020) 6.05C WAVES The deep-water waves offshore of St. Thomas are primarily driven by the northeast Trade Winds which blow most of the year. Waves average from 1 to 3 ft in height from the east, 42% of the time throughout the year (IRF, 1977). For 0.6% of the time, waves from the east reach 12 ft in height. The southeasterly swell with waves from one to twelve feet high become significant in late summer and fall when the Trade Winds blow from the east or when tropical storms and hurricanes pass the islands at a distance to the south. During the winter months, long-length, long-period northern swells develop to a height of 1 to 5 ft or larger, but these north swells will not have any impact on the proposed hotel. The USACE Wave Hindcast Models for Stations 61022 and 61025, the two stations which have direct line of sight to Charlotte Amalie Harbor, show that most waves are from easterly directions and are 1-2 ft in height. ENVIRONMENTAL ASSESSMENT REPORT 25 Figure 6.05.5 Wave Hindcast Stations USACE Wave Hindcast site, locations of 61022 and 61025 (http://wis.usace.army.mil/hindcasts.html?dmn=atlantic). ENVIRONMENTAL ASSESSMENT REPORT 26 6.05.6Wave Information for Station 61022 and 61025 (http://wis.usace.army.mil/hindcasts.html?dmn=atlantic) NOAA Wave Watch III (WW3) Station 246223 is located approximately 5 miles south of St. Thomas Harbor and provides wave hindcast data over a 15-year period from February 2004 to May 2019. A wave rose is provided in Figure 6.05.9 and shows that the highest frequency of large waves occurs from the SSE, with southerly waves occurring approximately 5% of the time. The two largest wave events during this time (2004 – 2019) occurred in September of 2017 and were generated by Hurricane Irma and Hurricane Maria. Figure 6.05.10 provides a time series of the wave height, period, and direction during this time. Note that the wave heights associated with these two passing hurricane events are smaller than those generated by Hurricane Hugo and Hurricane Lenny – which, as indicated previously, both impacted the region prior to the more recent period of record. ENVIRONMENTAL ASSESSMENT REPORT 27 Figure 6.05.7 NOAA WW3 #246223 Wave Rose, Feb 2004-May 2019 Figure 6.05.8 NOAA WW3 Station #246223 during Hurricanes Irma and Maria ENVIRONMENTAL ASSESSMENT REPORT 28 Local Wind Generated Waves The Charlotte Amalie harbor is large and therefore wind generated waves and chop can occur within the harbor. The area off shore of the hotel could be subject to wind generated waves when winds occur from the west or southwest (236˚-288˚). The greatest fetch which is due west is almost a mile. 6.05 D MARINE WATER QUALITY The Charlotte Amalie harbor is a highly developed, active harbor with a cruise ship facility, where water quality is impacted by the movement of vessels and by untreated stormwater runoff that enters the bay from the surrounding watershed. The ship basin has been dredged several times over the years and the seabed in the dredged areas is covered by fine silty material that is easily resuspended. As established in the 2008 Integrated Water Quality Monitoring and Assessment Report for the United States Virgin Islands, waters in the harbor are designated as Class C. A large amount of water quality data has been collected over the years in Charlotte Amalie Harbor in relationship to numerous dredging and development projects, including the replacement of the adjacent bulkhead. A large amount of data was collected in 2009 as part of the baseline data for proposed channel dredging which did not occur. This data is shown below. Figure 6.05. 9 Turbidity shown as NTU. ENVIRONMENTAL ASSESSMENT REPORT 29 Sample Locations Water quality within the harbor averaged between 1.5 and 0.81 NTU, with turbidity diminishing offshore. Samples were taken in the same locations during May of 2018 and in March and April of 2020 in anticipation of the new channel dredging project. And the water samples again showed the highest readings in the harbor with improving water quality offshore. Table 6.05.2. Turbidity shown as NTU May 2018 and March and April of 2020. 6.05 E Sea Level Rise NOAA Technical Report NOS CO-OPS 083 provides the most recent Relative Sea Level Rise (RSLR) projections that incorporate regional climatic factors, vertical land movement, and recent research predicting an acceleration in ice melt within Antarctica and Greenland (NOAA, 2017). RSLR projections specific to St. Thomas Harbor were obtained using the US Army Corps of Engineers (USACE) sea level calculator. These values are provided in Table 6.05.8 and are relative to the year 2020. Average Std. Dev. Location 5/23/2018 5/30/2018 3/16/2020 3/22/2020 3/27/2020 4/1/2020 4/4/2020 1 N18 20.299 W64 55.855 0.98 0.92 1.12 0.95 0.66 0.68 0.58 0.841429 0.200867 2 N18 20.044 W64 55.423 0.87 0.78 0.78 0.79 0.54 0.48 0.47 0.672857 0.169087 3 N18 20.011 W64 55.497 0.67 0.74 0.78 0.74 0.61 0.54 0.49 0.652857 0.110108 4 N18 19.945 W64 55.595 0.69 0.78 0.72 0.79 0.79 0.55 0.36 0.668571 0.160357 5 N18 19.823 W64 55.815 0.56 0.89 0.78 0.61 0.54 0.41 0.48 0.61 0.169115 Charlotte Amalie Harbor ENVIRONMENTAL ASSESSMENT REPORT 30 Table 6.05.3 Relative Sea Level Rise for Charlotte Amalie, USVI based on NOAA 2017. Project Impacts The hotel will have no impact on nor will be impacted by currents, tides and waves. The hotel will be elevated so that the finished first floor elevation is 4 ft. above adjacent existing grade so that even if the highest elevation is reached in 2100 it should have no impact on the hotel. 6.06 MARINE RESOURCES INTRODUCTION The Applicant proposes to construct a hotel on land adjacent to the WICO Dock. The structure will have no direct impact on the marine environment and will have a negligible impact on drainage and runoff on the site as the site is already developed and no pervious areas will be impacted. The cruise ship dock is 3,025ft in length with a 275ft catwalk and three mooring buoys and has a depth of 30-40ft. The dock can accommodate up to three large cruise ships at the same time. The bulkhead has been surveyed numerous times in the past, most recently in 2019 as a part of the surveys or the maintenance dredging of the berth. MARINE ENVIRONMENT The shoreline is bulkheaded with metal sheet piles with a concrete pile cap and the berth has been previously dredged. Like most marine structures the sheet pile wall has become colonized over time. Colonization is sparse below 25 ft. due to sediments suspended by the cruise ships during maneuvering to the dock. Colonization increases to between 5 and 10% between 25 and 15 ft of water depth. Corals are densest between 15 ft. and 8 ft. The pile cap has scattered sparse coral colonization. Siderastrea represents 70% of the corals present. Agaricia fragilis represents about 20 % of the corals present, and the remaining 5% of the corals are primarily a mix of Porites astreoides, Solenastrea bournoni, Esumilia fastigiata, Montastrea cavernosa, Madracis decactis, Mycetophyllia ferox, Meandrina meandrites and Cladocora arbuscula. Many of these coral species were only represented by 3 to 4 individuals. Solenastrea bournoni are the largest colonies. Year Low Intermediate- Low Intermediate Intermediate- High High 2040 0.3 0.3 0.5 0.7 1.1 2060 0.5 0.7 1.3 1.9 2.7 2080 0.8 1.1 2.1 3.5 5.0 2100 1.0 1.4 3.2 5.5 7.7 RSLR (feet, relative to year 2020) ENVIRONMENTAL ASSESSMENT REPORT 31 The basin seafloor is a mix of gravelly sand, silt and rocks ranging from a few inches to boulders. Areas within the basin vary from small riprap to gravel and large accumulations of shell. Halophia stipulacea, an invasive sea vines is sparse at the edge of the basin but become dense within 20’ of the edge. Impact of the Hotel Development The hotel is being constructed in a previously developed area and will have very limited earthwork. In order to minimize sediment laden runoff reaching the sea all drainage inlets will be protected during construction. Once construction is complete the project will have no impact on the marine environment. 6.07 TERRESTRIAL RESOURCES The hotel is being constructed on sites which are filled land and are completely developed. There are six (6) large Mahogany trees (Swietenia macrophylla) in the planter adjacent to the parking lot on Parcel 2. These trees are outside of the site’s property line will be preserved. 6.08 WETLANDS The U.S. Army Corps of Engineers defines wetlands as "those areas that are periodically inundated or saturated by surface or groundwater at a frequency and duration sufficient to support and under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, bogs, marshes and similar areas." (U.S. Army Corps of Engineers, 1986). There are no wetlands withing the previously developed property. ENVIRONMENTAL ASSESSMENT REPORT 32 6.09 RARE AND ENDANGERED SPECIES Threatened or endangered sea turtle species occurring in the area include the hawksbill (Eretmochelys imbricata) and green (Chelonia mydas) sea turtles. The loggerhead (Caretta caretta) and leatherback (Dermochelys coriacea) sea turtles occur within the project area but are less likely to be observed. The project is entirely inshore and will have no impact on these species. West Indian Manatee (Trichechus manatus) could also occur offshore while not usually present in the USVI, two were seen in St. Croix in 2018. Both the Nassau grouper (Epinephelus striatus) and the giant manta (Manta birostris) have been observed in the project site vicinity. The project is inshore and will have no impact these species. Orbicella faveolata, and O. franksi, coral species classified as threatened under the Endangered Species Act, are found on the sheet pile wall but will not be impacted by this project. Coastal waters and waters within the Virgin Islands are frequented by whales (Megaptera novaeangliae, Balaenoptera physalus) during winter for mating and birthing and dolphins (Tursiops truncates) are year-round residents. The hotel will have no impact on any of these marine species and as the site is completely developed it will have no impact on the ESA listed Virgin Islands Tree Boa (Epicrates monensis granti) or any of St. Thomas’ endangered plant species (Calyptranthes thomasiana, and Solanum concarpum). 6.10 AIR QUALITY The contractor will utilize diesel-powered equipment during the construction of the hotel and its infrastructure. It is anticipated that machinery will be running up to 10 hours a day (during daylight hours only) through the duration of the construction and the construction is expected to last 9-12 months. Equipment will be properly maintained to the extent that a minimum amount of emissions into the air is anticipated. Emissions which will result from the work are not anticipated to exceed federal or local standards air quality standards. Once complete, the project will result in additional vehicles transiting to and from the site, this should not result in a significant release of emissions. 7.00 IMPACT OF THE PROPOSED PROJECT ON THE HUMAN ENVIRONMENT 7.01 LAND AND WATER USE PLANS The development of a hotel on the proposed site is an allowable use of the site. The zoning was changed from (W-2) Waterfront Industrial to R-3 Residential Medium density for Parcel Nos. 2 and 4 Estate Thomas, Nos. 6B and 6F New Quarter, St. Thomas. Hotels and Guesthouses at a right of use in R-3 zones. ENVIRONMENTAL ASSESSMENT REPORT 33 7.02 VISUAL IMPACTS The area is already heavily developed and has been since historic times. The hotel will alter the current viewshed of the existing Havensight Mall by replacing several dilapidated warehouses and constructing a new 5-story hotel. The property is zoned to allow for a maximum building height of six (6) stories, however the proposed structure is five (5) stories. The architectural design is intended to emphasize the horizontality to limit the visual impact due to the height of the structure. The main color scheme for the hotel was selected to complement the traditional paint colors common to historic buildings of the town of Charlotte Amalie, to include exterior walls colors of linen and gray. Window shutter accents are brown with the intent of emulating wood. Blue accent walls keep in line with the branding of the hotel. The base of the building, entry columns, and site walls are clad in the local material blue-bit stone which add character to the building consistent with the project location. The blue-bit stone cladding along with the alternating color patterns also help to break up the verticality of the buildings exterior and lessen the visual impact of the building’s height. The entry portico and various roofing elements are roofed with colonial red metal roofing which is another local architectural feature that helps the building blend in with the project’s surroundings. The new proposed visitor center will be a one-story structure of the same design as the existing visitor center which will be removed to allow for the construction of the hotel. Visual impact due to construction of the visitor center is seen as an aesthetic improvement as existing dilapidated warehouses will be removed, and the new visitor center constructed in their place. Unpaved open space will be grassed, and ornamental landscaping to be installed in the parking islands and planter areas. 7.03 IMPACT ON PUBLIC SERVICE 7.03A POTABLE WATER The hotel will tie into the existing public potable water service which is already available at the project site. The 126-room hotel will require approximately 15,540 gpd. Sufficient potable water service is available at the project site. 7.03B SEWAGE TREATMENT AND DISPOSAL The hotel will tie into the existing public wastewater collection system. The hotel will get a permit from VIWMA for the disposal of the sanitary waste. The hotel will generate approximately 15,540 gpd. The hotel will get a permit from VIWMA for the disposal of the sanitary waste. 7.03C SOLID WASTE DISPOSAL The hotel will have collection bins for the solid waste created in the hotel and the facilities therein. Waste will be collected carried by private hauler to the Bovoni Landfill. The main collection bins will be located on Parel No. 4. The hotel is expected to generate approximately 1,260 lb/day (0.56 tons/day). During construction all construction waste will be placed in bins and carried to the Bovoni Landfill. A permit will be obtained from VIWMA for the disposal of the waste. ENVIRONMENTAL ASSESSMENT REPORT 34 7.03D ROADS, TRAFFIC AND PARKING A total of 131 parking spaces will be provided for the hotel and it’s public amenities. The hotel will have 5 ADA spaces and 3 loading spaces. 7.03E ELECTRICITY The hotel will be off-grid and generate 100% of its electrical power service on-site utilizing a propane-fueled micro turbine system. The hotel will utilize an on-site diesel generator for emergency backup power. WAPA’s existing power service is also available at the project site, however there are no plans to utilize WAPA electrical service. 7.03F SCHOOLS During construction it is assumed that most of the construction workers will be local residents and if skilled labor is brought from off island they will come short-term and will not be bringing school age children to matriculate in to the school system. The hotel is expected to hire 25 employees. Ideally the hotel would be able to source the employees from the local labor pool. If persons come form off island it is possible that they will bring school age children. The children would be matriculated into either the public or private school system. There is capacity in the local school systems to handle the extra children. 7.03G FIRE AND POLICE PROTECTION The hotel will rely of the local fire and police protection. The hotel will have in-house security but will rely on the Virgin Islands Police force for support. There are fire hydrants located nearby and the hotel will be equipped with fire suppression systems. In the event of a fire the nearest fire station is located in Estate Taarneberg approximately 0.5miles to the north. 7.03H PUBLIC HEALTH During construction it is assumed that most of the construction workers will be local residents and are already serviced by the local health services. If skilled labor is brought from off island they will come short-term would rely on the local emergency services but would return to their homes for long-term care. The hotel is expected to hire 25 employees. Ideally the hotel would be able to source the employees from the local labor pool who would are already serviced by the local health service. If persons come from off island they will need to be serviced by local emergency and long-term health services. There is capacity in the local private and public health services to handle the additional 25 workers. ENVIRONMENTAL ASSESSMENT REPORT 35 7.04 SOCIAL IMPACTS The hotel will offer a alternative to Virgin Islander travelling back and forth between the islands. The hotel will also provide additional jobs for local Virgin Islands. The development of a previous developed area provides economic benefit to the Virgin Islands while minimize environmental and resource impacts. 7.05 ECONOMIC IMPACTS Tourism, trade, and other services are the primary economic activities, accounting for nearly 60% of the Virgin Island's GDP and about half of total civilian employment. In September 2017, Hurricanes Irma and Maria, both Category 5 storms, hit St. Thomas within two weeks of each other. Sustained winds, stormsurge and heavy rainfall caused extensive damage. The Ritz-Carlton St Thomas, Bluebeards Castle, Elysian Beach, and Windward Passage all sustained serious damage and closed for varying periods. Sugar Bay in St Thomas and Caneel Bay on St John were damaged and remain closed. Caneel Bay which had only a short-term remaining on its National Park Service lease is unlikely to reopen prior to its lease expiration. Sugar Bay has recently sold and is still in the demolition stages. Frenchman’s Reef, the largest hotel in the territory, was damaged and is under construction, halted during the pandemic, and the hotel is expected to reopen in November 2022. Havensight Mall, adjacent to the cruise port and the proposed hotel site is one of the principal shopping destinations in Charlotte Amalie. Other tourist attractions include Blackbeard's Castle, Bluebeard's Castle, 17th-century Fort Christian, the 99 Steps Stairway, Emancipation Garden, Market Square, Seven Arches Museum, St. Thomas Synagogue, Frederick Lutheran Church, and the Weibel Museum. The Danish colonial architecture throughout the town attracts a significant number of Danish tourists annually. St. Thomas also hosts an annual month-long post- Easter Carnival ending in May that attracts numerous visitors and returning diaspora. The hotel will be located adjacent to the cruise ship dock in Long Bay, the Havensight Mall is noted for its shopping and restaurants. The surrounding neighborhood can be described as mostly commercial with a mixture of retail, industrial, and maritime uses. The area surrounding the cruise port is also a leading regional draw for leisure activities. Two large malls – Havensight Mall and Yacht Haven - draw cruise passengers, stayover tourists and duty-free shoppers from a wide radius as they offer upscale retailers and specialty shops including some not available elsewhere in the region. Several upscale restaurants are available in each of these malls. A skyride to an observation area on Paradise Point is located across Frenchman’s Bay Road from the Port and provides views of the port and surrounding islands. Charlotte Amalie’s central business district is located about 2.5 km (1.55 miles) northwest of the hotel and Hotel. Cyril E King Airport is located about 6.3 km west (3.9 miles) east from the proposed hotel along Long Bay Road and Veterans Drive. St. John can be reached via ferry from Crown Bay in Charlotte Amalie approximately 2 km from the proposed hotel or from Red Hook Ferry about 10 km to the east. The access from the proposed hotel site to downtown Charlotte Amalie and the airport terminals is excellent via car. The area’s central location, and proximity to the Airport, shopping, and other regional attractions, makes the Havensight area appropriate for hotel development. The 5-story, 126-room hotel, is proposed to be affiliated with international upper mid-scale brand Hampton Inn & Suites. ENVIRONMENTAL ASSESSMENT REPORT 36 7.06 IMPACTS ON HISTORICAL AND ARCHAEOLOGICAL RESOURCES The property is a completely developed site on filled land. The site has been filled for more than 80 years. No historical or archaeological resources should be impacted. A SHPO Clearance Letter has been requested. 7.07 RECREATIONAL USE The hotel will be located adjacent to an existing cruise ship pier. The site is not currently used for recreational activities. The hotel will provide recreational amenities for hotel guests to include a recreational swimming pool on-site as well as an indoor exercise gym. 7.08 WASTE DISPOSAL The hotel will have collection bins for the solid waste created in the hotel and the facilities therein. Waste will be collected carried by private hauler to the Bovoni Landfill. The main collection bins will be located on Parel No. 4. The hotel is expected to generate 1,260 lb/day (0.56 tons/day). During construction all construction waste will be placed in bins and carried to the Bovoni Landfill. A permit will be obtained from VIWMA for the disposal of the waste. 7.09 ACCIDENTAL SPILLS The intent is to minimize the storage of hazardous substances on site. A spill response kit will be kept on site which includes absorbent clothes and mats. Any contaminated soil will be collected and disposed of in accordance with U.S. Virgin Islands regulations. If significant leaks or releases occur of a hazardous substance the Division of Environmental Protection (340 774-332-) will be notified and records and manifest of proper cleanup and disposal will be provided. No vehicle maintenance or fueling will occur on site. And all equipment will be kept in good repair to minimize leaks and releases of lubricants or oils. 7.10 POTENTIAL ADVERSE EFFECTS WHICH CANNOT BE AVOIDED The hotel site is completely developed an no natural resources will be impacted through its development. The site has a history of marine use and is historic use is as warehousing supporting the adjacent dock and nearby retail operations. The subject parcels have been used for bauxite storage and loading and significant fuel storage has occurred within the area. The warehouses on the site have been used to store a variety of materials including fuels, oils, and batteries. The property comprising the dock is subject to an Environmental Covenant, recorded against the bulkheaded site as Doc No. 2013003950, stating that the Property is impacted with weathered petroleum hydrocarbons and non-aqueous phase liquids (NAPL) which is low risk and will be managed by ENVIRONMENTAL ASSESSMENT REPORT 37 restricting the Property for commercial purposes; keeping affected soils, groundwater and NAPL isolated from direct exposure at the ground surface; and ensuring that shallow groundwater is not used for any purpose. The developer is aware of this condition and conducted a Phase II investigation to determine the depth of contamination layers. The development is being designed to minimize any potential of impact to the contaminated soils which might result in the release of hazardous substances. 8.00 MITIGATION The project will have no impact on environmental resources therefore no mitigation is proposed. 9.00 ALTERNATIVES TO PROPOSED ACTION The application is for the construction of a hotel within the WICO cruise ship complex. The hotel will provide much need hotel rooms for business travelers and tourist alike. The hotel is being built in an area without environmental resources as that it is already completely developed and its development and operation will have limited impacts. The hotel could not be built and St. Thomas would still have a shortage of hotel rooms, especially those designed for business travelers. The hotel could be built on an undeveloped parcel in the Charlotte Amalie area and would have impacts on terrestrial flora and fauna. 10.00 RELATIONSHIP BETWEEN SHORT & LONG TERM USES OF MAN’S ENVIRONMENT The redevelopment of previously developed properties is an excellent way to minimize impact to the natural environment. This is especially beneficial when properties which are in disrepair and are no longer functional are redeveloped into properties which will create employment and contribute to the local economy. 11.00 REFERENCES Bowden, M.J. et. al., 1969. Climate, water balance and climatic change in the north-west Virgin Islands. Caribbean Research Institute, CVI,, St. Thomas, Virgin Islands. Bucher, K.E. D.S. Littler, M.M. Littler, J.N. Norris, 1989. Marine Plants of the Caribbean, A Field Guide from Florida to Brazil. Smithsonian Institution Press, Washington, D.C. Donnelly,T. 1966. Geology of St. Thomas and St. John, U.S. Virgin Islands. In: Hess, H. (ed.) Caribbean geological investigations. Geol Soc. Amer. Mem. 98:85-176. Donnelly, T., et al. 1971. Chemical evolution of the igneous rocks of the Eastern West Indies. In: Donnely, t. (ed.) Caribbean geophysical, tectonic and petrologic studies. Geol. Soc. Amer. Mem. 130:181-224. Hays,W.W. 1984. Evaluation of the earthquake-shaking hazard in Puerto Rico and the Virgin ENVIRONMENTAL ASSESSMENT REPORT 38 Islands. Paper present at the earthquake hazards in the Virgin Islands Region Workshop, St. Thomas, April 9-10, 1984. Island Resources Foundation. 1977. Marine environments of the Virgin Islands. Technical Supplement No.1 1976. Prepared for the Virgin Islands Planning Office. Meyerhoff, Howard A. “Physiography of the Virgin Islands, Culebra and Vieques.” Scientific Survey of Puerto Rico and Virgin Islands, (New York Academy of Sciences), Vol. IV, Pt. I, pp. 71-141. Rogers, Caroline, S., et. al. “Coral Reef Monitoring Manual for the Caribbean and Western Atlantic, National Park Service, Virgin Islands National Park, June 1994. Websites: http://wis.usace.army.mil/hindcasts.html?dmn=atlantic https://weatherspark.com/y/28234/Average-Weather-inCharlotte-Amalie-U.S.-Virgin-Islands http://www.surf-forecast.com/weather_maps/US-Virgin-Islands?over=none&type=htsgw https://iaspub.epa.gov/tmdl_waters10/attains_state.control?p_state=VI https://msc.fema.gov/portal/advanceSearch https://tidesandcurrents.noaa.gov/tide_predictions.html?gid=1541 http://oceancurrents.rsmas.miami.edu/data.html ENVIRONMENTAL ASSESSMENT REPORT 39 APPENDIX A BIOIMPACT, INC. QUALIFICATION STATEMENT P.O. BOX 132 KINGSHILL, ST. CROIX U.S. VIRGIN ISLANDS 00851 PHONE NUMBER: (340) 690-8445 FAX NUMBER: (340) 718-3800 EMAIL: bioimpact@islands.vi,bioimpact.islands.vi@gmail.com QUALIFICATION STATEMENT Bioimpact, Inc. is a Virgin Islands corporation that has been licensed to do business in the USVI since 1986. Bioimpact, Inc. is qualified to conduct and prepare both terrestrial and marine Environmental Assessment Reports required by the U.S. Virgin Islands Department of Planning and Natural Resources (DPNR), Division of Coastal Zone Management (CZM), and the U.S. Army Corps of Engineers (USACE). Bioimpact, Inc. has wetland delineators certified by the National Wetland Science Training Cooperative to establish wetland jurisdictional limits for the USACE. Bioimpact, Inc. is experienced in the creation and implementation of wetland mitigation programs. Bioimpact, Inc. is experienced in developing and implementing marine water quality monitoring programs and long-term monitoring of the benthic environment. Bioimpact, Inc. has water samplers and analysts certified by the DPNR Division of Environmental Protection (DEP). Bioimpact, Inc. has successfully designed and implemented large scale coral and seagrass transplant programs. Bioimpact, Inc. is experienced in cable landfall studies and the establishment of routes for undersea cables and monitoring of cable installations to minimize impact. Bioimpact, Inc. is experienced in conducting endangered species surveys including corals listed under the Endangered Species Act (ESA) and terrestrial flora and fauna species surveys. Bioimpact, Inc. is experienced in preparing Biological Assessments for the National Marine Fisheries Service (NMFS) and the U.S. Fish and Wildlife Service (FWS). BIOIMPACT, INC. QUALIFICATION STATEMENT Bioimpact, Inc. is experienced in the transplant and monitoring of ESA-listed corals, as authorized under “Take Permits” from NMFS. Bioimpact, Inc. is experienced in preparing Environmental Assessments for federal permitting and for federal issuance of a Finding of No Significant Impact (FONSI). Bioimpact, Inc. is experienced in conducting Phase I Environmental Site Assessments as set forth in the ASTM International Standard Practice Designation E1527-21 and All Appropriate Inquires and Phase II Environmental Site Assessments as set for in ASTM E1903-11. Bioimpact, Inc. is experienced in the development and implementation of sampling plans to detect and delineation hazardous materials and petroleum products. Bioimpact, Inc. is experienced in conducting deep water remotely operated vehicle (ROV) surveys up to 1,250 feet and has all the necessary equipment to undertake these studies. Bioimpact, Inc. has conducted environmental studies in the U.S. Virgin Islands, Puerto Rico, British Virgin Islands, as well as other parts of the Caribbean and in the Florida Keys. BIOIMPACT, INC. QUALIFICATION STATEMENT PARTIAL JOB LIST Updated March 31, 2022 MONITORING LARGE SCALE PROGRAMS 2021 – Present Watershed and Stormwater Sampling on St. Croix and St. Thomas as a Subcontractor to Watershed Consulting Associates LLC. 2021 – Present Development and Implementation of a Water Quality and Environmental Monitoring Plan for Construction of a Private Dock in Chocolate Hole, St. John. 2021 – Present Development and Implementation of a Water Quality Monitoring Plan for the Reconstruction of the Marriott Frenchman’s Reef Dock and Minor Dredging. 2020 – Present Monitoring for the Virgin Islands Tree Boa at the Donoe Housing Redevelopment Site. 2019 – Present Development and Implementation of the Water Quality and Environmental Monitoring Plan for the Installation of a Single Point Mooring at Limetree Marine Terminals, St. Croix. 2013 – Present U.S. Virgin Islands Ambient Water Quality Monitoring Program, Sampling for St. Croix. 2018 – 2021 Development and Implementation of the Water Quality and Environmental Monitoring Plan for the Construction of the Veterans Drive Project on St. Thomas for the U.S. Virgin Islands Department of Public Works (VIDPW). 2016 Development and Implementation of the Water Quality Monitoring Plan for the West Indian Company Limited (WICO) Emergency Bulkhead Replacement on St. Thomas. 2014 – 2018 Development and Implementation of the Environmental Monitoring Plans for the Conversion of U.S. Virgin Islands Water and Power Authority (VIWAPA) to Liquid Petroleum Gas (LPG) for Vitol on St. Croix and St. Thomas. 2014 – 2018 Development and Implementation of the Environmental Monitoring Plans for the Creation of a Dolphin Exhibit at Coral World (VI), Inc. on St. Thomas. 2013 – 2018 Development and Implementation of the Water Quality and Environmental Monitoring Related to the Dredging of the Crown Bay Marine Terminal and Turning Basin on St. Thomas. 2013 – Present Development and Implementation of the Monitoring Plans for the VIDPW’s Improvements to Veterans Drive on St. Thomas. BIOIMPACT, INC. QUALIFICATION STATEMENT 2013 – 2018 Development and Implementation of the Monitoring Plans for the U.S. Virgin Islands Port Authority’s (VIPA) Maintenance Dredging of Crown Bay Marina on St. Thomas. 2013 – 2018 Development and Implementation of Monitoring Plans for the Westin Resort’s Dock Permit and Improvements of Stormwater Drainage on St. John. 2013 – 2015 Implementation and Monitoring of a Wetland Created as Mitigation for the Development of the U.S. Virgin Islands Waste Management Authority’s (VIWMA) Transfer Station on St. Croix. 2012 – 2018 Development and Implementation of the Monitoring Plans for the Virgin Islands Next Generation Network’s (viNGN) Fiber Optic Cable System in the USVI. 2011 – 2019 Development and Implementation of a Water Quality and Environmental Monitoring Plan to Assess Impacts of an Increase in Discharge from the Marriott Frenchman’s Reef Hotel on St. Thomas. 2010 – 2012 Development of the Water Quality and Environmental Monitoring Program for the Development of Thatch Cay with a Special Emphasis on ESA-listed Corals. 2009 – 2015 Environmental Monitoring for the Development of Oil Nut Bay and the Yacht Club Costa Smeralda (YCCS) for Victor International on Virgin Gorda, British Virgin Islands (BVI). 2009 – 2010 Development and Implementation of a Water Quality Monitoring Plan for the Construction of the Dock at Frenchman’s Cove for Marriott Vacation Club, Inc on St. Thomas. 2009 Establishment of the Baseline for the Dredging of Charlotte Amalie Harbor and Entrance Channel, and the and the Disposal of Dredged Materials in the Historic Dredging Hole in Lindbergh Bay, St. Thomas for WICO. 2008 – 2009 Environmental Monitoring of the Development of Scrub Island in the BVI for Mainsail Lodging and Development. 2007 – 2010 Water Quality Monitoring for the Development of the Calabash Boom Affordable Housing Complex for Reliance Housing in Estate Calabash Boom on St. John. 2007 – 2009 Water Quality and Environmental Monitoring for Flamboyant Real Estate of a Subdivision of Seventy-seven Acres in Hansen Bay, St. John. 2006 – 2008 Water Quality Monitoring for the Dredging of a Sand Channel in St. Croix for VIWAPA. BIOIMPACT, INC. QUALIFICATION STATEMENT 2006 – 2007 Water Quality Monitoring for the Renovations of the Ritz-Carlton Hotel on St. Thomas for the Ritz-Carlton. 2006 – 2010 Environmental Monitoring for the Placement of Undersea Cables at the Global Crossing Cable Station in St. Croix for Global Crossing Network, Alcatel, and Tyco Electronics Subsea Communications (now SubCom). 2005 – 2007 Water Quality Monitoring for the Dredging of Crown Bay, St. Thomas for VIPA. 2005 – 2006 Water Quality and Environmental Monitoring for Improvements to the Redhook Marine Terminal for VIPA. 2004 – 2011 Water Quality and Environmental Monitoring for the Construction of the Pond Bay Resort for First American Development Group on St. John. 2004 Benthic Habitat Survey of Crown Bay and Gregerie Channel to Supplement the USACE Feasibility Report for VIPA. 2003 – 2006 Water Quality Monitoring for the Construction of the Enighed Pond Marine Terminal on St. John for VIPA. 2003 – 2004 Water Quality Monitoring for the Development of the Crown Bay Marine Terminal on St. Thomas for VIPA. 2002 – 2008 Water Quality and Environmental Monitoring for the Development of Marine Amenities on the Island of Lovango for the Joseph Markus Trust. 2002 – 2005 Water Quality Monitoring for the Improvements to the Gallows Bay Marine Terminal on St. Croix for VIPA. 2001 – 2008 Coral Transplant Monitoring for the Enighed Pond Marine Terminal on St. John for VIPA. 2001 – 2006 Coral Transplant Monitoring for the Mangrove Lagoon Sewage Treatment Plant Outfall on St. Thomas for VIDPW. 2001 – 2002 Water Quality Monitoring for Improvements to the Tropical Shipping Dock in Crown Bay, St. Thomas for Meisner Marine. 2000 – 2006 Seagrass Transplant Monitoring of the Seagrass Transplanted for the Dredging of Charlotte Amalie Harbor on St. Thomas for VIPA. 2000 – 2003 Water Quality Monitoring for the Dredging of Charlotte Amalie Harbor on St. Thomas for VIPA. BIOIMPACT, INC. QUALIFICATION STATEMENT 1999 – 2006 Water Quality Monitoring for Repairs to the Frederiksted Pier on St. Croix for VIPA. 1999 – 2002 Water Quality Monitoring for the Construction of Cable Stations at Estate Northside on St. Croix for Global Crossings. 1997 – 2005 Development of a Water Quality Monitoring Program for the Construction of the Christiansted Boardwalk on St. Croix Prepared for the Government of the U.S. Virgin Islands. 1997 – 2005 Wetland Monitoring of the Tren Urbano, Puerto Rico (PR) 5 and PR 22 Mitigation Sites under Subcontract to Nutter & Associates, Inc. for the Puerto Rico Highway Authority. 1997 – 2002 Wetland Monitoring of the Airport Mitigation Site at the Henry E. Rohlsen Airport on St. Croix for VIPA. 1997 – 2002 Wetland Monitoring for the Fairplains Mitigation Site at the Henry E. Rohlsen Airport on St. Croix for VIPA. 1996 – 1998 Water Quality Monitoring for the Expansion of the Molasses Pier at the Third Port on St. Croix for the VIPA. 1996 Development and Implementation of a Water Quality Monitoring Program for the Expansion of, and Improvements to, the Redhook Marine Terminal on St. Thomas for VIPA. 1996 Development and Implementation of a Water Quality Monitoring Program for the Creation of the Enighed Pond Marine Terminal on St. John Prepared for the Maguire Group, Inc. and VIPA. 1995 Water Quality Monitoring for the Construction of the AT&T Cable Landing Facility in Estate Northside, St. Croix for AT&T Submarine Systems. 1992 – 1994 Development and Implementation of a Water Quality Monitoring Program for the Reconstruction of the Frederiksted Pier on St. Croix for VIPA. 1992 – 1993 Conducted a Baseline Assessment and Developed a Long-term Monitoring Plan for VIWAPA of the Benthic Community Potentially Impacted the Outfall from the Richmond Power Plant on St. Croix 1992 – 1993 Development and Implementation of a Monitoring Plan to Study Algal Blooms within the Alumina Cooling Pond Discharge and Strategies to Alleviate Runoff for V.I. Alumina Corporation LLC (VIALCO) on St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT 1990 – 1992 Water Quality Monitoring for Dredging Christiansted Harbor on St. Croix for VIPA. 1989 Development and Implementation of a Turtle Monitoring Program for Manchineel Beach on St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT LARGE SCALE MITIGATION PROGRAMS 2021 – Present Removal and Relocation of 209 Corals for the U.S. Coast Guard Aids to Navigation (ATON) Replacement Project on St. Croix and Routine Monitoring of a Subset of Corals. 2020 – Present Development and Implementation of the Compensatory Mitigation Plan for the Transplant of 1,700 corals, the Repair of 500 Corals of Opportunity, and the Outplanting of 3,000 ESA-listed corals for Limetree Bay Terminal’s Single Point Mooring on St. Croix. 2018 – Present Development and Implementation of a Compensatory Mitigation Plan for the Relocation of 1.25 Acres of Seagrass and 631 Corals from the Impact Footprint of the Veterans Drive Project on St. Thomas, and the Repair of Damaged Corals on Triangle Reef for VIDPW. 2016 – 2020 Development and Implementation of a 190-Coral Transplant for the Stabilization of the Seawater Intake Line for the Marriott Frenchman’s Reef Hotel on St. Thomas. 2016 – 2020 Development and Implementation of a Coral Transplant to Minimize the Impacts of Construction for LPG Improvements at VIWAPA Facilities on St. Croix and St. Thomas. 2015 – 2021 Development and Implementation of the Mitigation Plan for the Relocation of 10,000 Corals Off the WICO Bulkhead in Havensight for WICO on St. Thomas. 2014 – Present Development and Implementation of a Coral and Seagrass Transplant for Coral World (VI), Inc. in Association with the Development of the Dolphin Exhibit on St. Thomas; 250 Corals were Transplanted and More Than 500 Corals were Repaired after the 2017 North Atlantic Hurricane Season. 2014 – 2019 Development and Implementation of the Mitigation Plans for VIPA’s Maintenance Dredging of Crown Bay Marina on St. Thomas. 2013 – 2018 Development and Implementation of the Mitigation Plans for the Westin Resort’s Dock Permit and Improvements of Stormwater Drainage on St. John. 2013 – 2015 Creation of a Herbaceous Wetland for VIWMA as Mitigation for the Construction of the Transfer Station at the Anguilla Landfill on St. Croix. 2009 Transplantation of 300 Corals for Victor International Coral for Impacts Associated with the Development of an Access Ramp and Dock at Oil Nut Bay in the BVI. BIOIMPACT, INC. QUALIFICATION STATEMENT 2008 – 2009 Transplantation of 3,000 Corals for Mainsail Lodging and Development for Impacts Associated with the Development of the Scrub Island Resort in the BVI. 2006 – 2011 Planting of 1 Acre of Mangrove Wetland for VIDPW as Mitigation for the Construction of the Mangrove Lagoon Sewage Treatment Plant on St. Thomas. 2003 – 2008 Planting of 2.8 Acres of Mangrove Wetland for VIPA as Compensatory Mitigation for the construction of the Enighed Pond Terminal on St. John. 2003 – 2008 Removal and Relocation of 3,000 Corals Outside the Area of Impact for the Development of the Crown Bay Marine Terminal on St. Thomas for VIPA. 2002 – 2007 Development and Implementation of the Mitigation Plans for VIPA’s Dredging of Crown Bay Marine Terminal and Turning Basin on St. Thomas. 2002 – 2007 Transplantation of 50,000 Corals for VIPA Outside the Area of Impact for the Enighed Pond Marine Terminal Project on St. John. 2002 Creation of Artificial Coral Reefs and Acropora spp. Thickets for Joseph Markus Trust as Mitigation for the Construction of a Barge Landing Facility on the Island of Lovango. 2000 – 2005 Transplantation of 2 Acres of Seagrass for VIPA to an Area Outside the Dredging Footprint of the Charlotte Amalie Harbor on St. Thomas. 2000 – 2001 Transplantation of 7,000 Corals for VIDPW Outside of the Area of Impact for the Placement of the Mangrove Lagoon Sewage Treatment Plant Outfall on St. Thomas. 1999 – 2004 Transplantation of 300 Corals for VIPA Outside the Area of Impact for the Mooring Improvements to the Frederiksted Pier on St. Croix. 1997 – 2003 Planting of ½ Acres of Mangroves for VIPA/VIDPW as a Mitigation Project for the Construction of the Molasses Dock Road on St. Croix. 1997 – 2002 Creation of a 1-Acre Herbaceous Wetland for VIPA as Mitigation for Henry E. Rohlsen Airport Construction on St. Croix. 1997 – 2002 Development of a Mitigation Plan for VIPA for the Creation of a 16,000-square Foot Wetland at Manning Bay to Address the Impact Incurred in Fairplains Gut on St. Croix. 1996 Development of a Mitigation Plan for VIPA for the Creation of 4.1 Acres of Wetland as Mitigation of the South Shore Power Plant, Third Port on St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT 1994 Development of a Mitigation Plan for Green Cay Resort for the 12 Acres of Wetland Impacted by the Construction of the Resort on St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT ENVIRONMENTAL ASSESSMENT REPORTS 2020– PRESENT Water quality, monitoring and/or compensatory mitigation plans were developed to supplement most of the environmental assessment reports listed. Water Island Development, Water Island Development Corporation, Environmental Assessment Report for the Development of a Resort and Marina, Water Island Villa Olga Shoreline Revetment, Olga’s Fancy, Environmental Assessment Report for the Restoration and Revetment of the Shoreline, St. Thomas Expansion of Yacht Haven Grande Marina, IGY, Environmental Assessment Report for the Expansion of the Existing Yacht Haven Grande Marina, St. Thomas Sapphire Bay Marina Dredging and Installation of Sargassum Barriers and Shoreline Revetment, SBMCOA, LLC, Environmental Assessment Report for Dredging of the Marina, Revetment of the Shoreline, and Installation of Sargassum Barriers, St. Thomas Ritz-Carlton Shoreline Preservation Plan, Ritz-Carlton Club, Assessment Report for the Installation of Sargassum Barriers and Geotubes, St. Thomas St. Croix Yacht Club, St. Croix Yacht Club, Environmental Assessment Report to Permit the Existing Facility and to Allow for Repair and Maintenance, St. Croix Container Port, Golden Grove and Midland Road Underground Projects, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of Underground Power Systems to Improve Resiliency, St. Croix. Flamingo Bay Eco-Resort, BBK Development, Environmental Assessment Report for the Development of the Small Eco-Resort, Water Island. Pearl Landfill and Recycling Facility, V.I. Waste Management Authority, Environmental Assessment Report for the Development of a Solid Waste Facility in Estate Pearl, St. Croix. Charlotte Amalie Harbor Dredging, V.I. Port Authority, Environmental Assessment Report and HUD Environmental Assessment for the Dredging of the Charlotte Amalie Harbor Channel, Turning Basin, and WICO Inner Berth, St. Thomas. Crown Bay and East Gregory Channel Dredging, V.I. Port Authority, Environmental Assessment Report and HUD Environmental Assessment for the Dredging of Portions of Crown Bay and East Gregory Channel, St. Thomas. BIOIMPACT, INC. QUALIFICATION STATEMENT Frenchman’s Reef and Morningstar, Beach Enhancement and Shoreline Stabilization, CREF3 (Formerly Diamond Rock), Environmental Assessment Report for the Revetement of the Shoreline, the Installation of Offshore Breakwaters and Sand Renourishment, St. Thomas. Emergency Response Dock and Shoreline Revetment at the Harley Plant, V.I. Water and Power Authority, Environmental Assessment Report for the Construction of an Emergency Fuel Spill Response Dock and the Revetment of the Eroded Shoreline, St. Thomas. Consolidated Permit for Randolph E. Harley Power Plant, V.I. Water and Power Authority, Environmental Assessment Report to Bring All Components into Compliance including those Pre-dating CZM, St. Thomas. Underwater Memorial Park, Virgin Islands Underwater Memorial Park, Environmental Assessment Report for the Creation of an Underwater Park to Intern Ashes into Reef Building Structures, St. Thomas. Mooring and Operation of a Bar and Restaurant in the Pillsbury Sound, Cowgirl Bebop, LLP, Environmental Assessment Report for the Installation of Moorings for Vessels and Patrons in the Pillsbury Sound, St. John. Cruz Bay Underground, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of an Underground Power Cable System in Cruz Bay Feeder 7E, St. John. Tropical Marine Expansion, Tropical Marine, Environmental Assessment Report to Combine Docks at Mangrove Marine and Off Plot 28 and the Expansion of the Existing Dock, St. Thomas. Limetree Resort, Wyndham Bluebeard’s Beach Club, Environmental Assessment Report for the Renovation and Expansion of the Existing Limetree Resort, St. Thomas. Repair to Cruz Bay Visitor Center, Docks, and Surrounding Grounds Impacted by Hurricanes Irma and Maria, Croft Engineering/National Park Service, Environmental Assessment Report for Dredging the Basin and Repairs to the Bulkhead and Renovation and Upgrades to the Existing Visitor Center, St. John. Latitude 18 Marina, Jack Rock EA-C LLC, Environmental Assessment Report for the Development of a Marina and Management of a Mooring Field and Dry Storage for Vessels, St. Thomas. Green Cay Marina, St. Croix Financial Center, Environmental Assessment Report for the Expansion of the Existing Marina, Maintenance Dredging, and Beach and Shoreline Improvements, St. Croix. King Christian Dock, USVI Opportunity Fund LLC, Environmental Assessment Report for the Reconstruction and Expansion of a Hurricane-Damaged Dock, St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT Renovations and Expansion of an Existing Dock, Inter-Island Ferry Service, Environmental Assessment Report for the Expansion and Extension of an Existing Dock to Better Accommodate Vessel Dockage, St. Thomas. Repair of a Hurricane Damaged Dock, Margaritaville, Environmental Assessment Report for the Reconstruction of the Damaged Dock (modified to include a reverse osmosis line extension), St. Thomas. Boat Building Facility and Dock, Gold Coast Yacht, Inc., Environmental Assessment Report for a Boat Building Warehouse and a Launch and Outfitting Dock, St. Croix. Turquoise Bay Resort, VIPM LLC, Environmental Assessment Report for a Glamping Resort and Restaurant, St. Croix. Christiansted National Historic Site Existing Wharf Replacement, HDR, Inc. and National Park Service, Environmental Assessment Report for the Replacement of the Failing Sheet Pile Wall and Bulkhead (and Acoustic Monitoring Plans), St. Croix. Lovango Cay Beach Club and Resort, Lovango Island Holdings LLP, Environmental Assessment Report to Permit the Development of a Beach Club and Resort and Mooring Installation, Lovango Island. Wave Attenuation System, LSJ LLC, Environmental Assessment Report for the Installation of Wave Attenuation Systems, Little St. James. Installation of Access Docks, and Barge Landing Facility, Great St. James, Great St. Jim LLC. Environmental Assessment Report for the Development of a New Dock, the Renovation of an Existing Dock, and the Construction of a Barge Landing, Great St. James. Installation of a Single Point Mooring at the Limetree Bay Terminal on St. Croix, Limetree Bay Terminals LLC, Environmental Assessment Report for the Installation of an Undersea Pipeline, Pipeline End Manifold (PLEM), and Buoy System at a Depth of 650 Feet, St. Croix. St. Croix Sports Complex, Coastal Systems, Environmental Assessment Report for the Construction of the Paul. E. Joseph Stadium, Wetland Delineations, and Endangered Terrestrial and Marine Species Assessments (and Development of a Sea Turtle Lighting Mitigation Plan), St. Croix. Installation of a Submarine Cable System, V.I. Water and Power Authority, Environmental Assessment Report for Submarine Cable Routing and Beach Landfall, St. Thomas. Maintenance Dredging of Krause Lagoon Channel, V.I. Port Authority, Environmental Assessment Report for the Dredging of the Cross-Channel into the Container Port and Molasses Dock, St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT Installation of New Reverse Osmosis Discharge and Intake Line, Westin Resort, Environmental Assessment Report for the Installation of a Saltwater Intake Line Over 2000 Feet Offshore, St. John. Shoreline Stabilization Project for Buccaneer Hotel, The Buccaneer, Environmental Assessment Report for the Placement of a Shoreline Stabilization Structure to Protect the Eroding Shoreline, St. Croix. VIWAPA’s Conversion to LPG, VITOL and V.I. Water and Power Authority, Environmental Assessment Report for the Installation of LPG conversion Equipment and Fuel Dock Expansion (and Offshore Deep-Water Buoy Permit for LPG Ships), St. Croix and St. Thomas. ENVIRONMENTAL ASSESSMENT REPORTS 2014 – 2019 Water quality, monitoring and/or compensatory mitigation plans were developed to supplement many of the environmental assessment reports listed. viNGN Submarine Cable Network, Alcatel-Lucent for viNGN, Environmental Assessment Report for the Installation of an Inter-Island Cable System (including a Cable Beach Routing and Landfall Study), U.S. Virgin Islands. Improvements to the Frederiksted Pier, V.I. Port Authority, Environmental Assessment Report for the Installation of a New Tender Landing, St. Croix. Improvements to the Red Hook Marine Terminal, V.I. Port Authority, Environmental Assessment Report for the Construction of a New Customs Building and Shoreline Improvements, St. Thomas. Offshore Windmills, Ocean Energy, Inc., Environmental Assessment Report for the Installation of Offshore Turbines, a Submarine Cable, and Cable Landing (including a Bird Study), St. Thomas. St. John Marina, Summers End Group, Environmental Assessment Report for the Development of a Marina and Associated Upland Facilities, St. John. Maintenance Dredging of the Schooner Channel, V.I. Port Authority and HUD/V.I. Housing and Finance Authority (VIHFA), Environmental Assessment Report for the Dredging of the Schooner Channel (including an Evaluation of Alternative Alignments), St. Croix. Remediation of Hydrocarbon Contamination at the V.I. Seaplane Ramp, V.I. Port Authority, Environmental Assessment Report for the Installation of Restorative Sheet Piles to Restore (and BIOIMPACT, INC. QUALIFICATION STATEMENT the Containment of Hydrocarbon-contaminated Soil from a Leaking Underground Storage Tank [LUST]), St. Croix. Maintenance of the Existing Bulkhead and Maintenance Dredging of Charlotte Amalie Harbor, CH2M Hill and WICO, Environmental Assessment Report for the Replacement of the Sheet Pile in the Inner Berth (including the Development of a Coral Transplant Mitigation Plan), St. Thomas. ENVIRONMENTAL ASSESSMENT REPORTS 2009 – 2013 Water quality, monitoring and/or compensatory mitigation plans were developed to supplement each of the environmental assessment reports listed. Dredging of Crown Bay Marine Terminal and Turning Basin, V.I. Port Authority, Environmental Assessment Report for the Dredging of the Crown Bay Marine Terminal and Basin, St. Thomas. Maintenance Dredging of Crown Bay Marina, V.I. Port Authority, Environmental Assessment Report for the Dredging of Crown Bay Marina (including a Seagrass and Coral Mitigation Plan), St. Thomas. Improvements to Bordeaux Road, V.I. Department of Public Works and Federal Highway Administration in Collaboration with Parsons Brinkerhoff, Environmental Assessment Report for a Finding of No Significant Impact, St. Thomas. Improvement to Spring Gut Road, V.I. Department of Public Works and Federal Highways Administration in Collaboration with Stanley Engineer, Environmental Assessment Report for Improvements to Spring Gut Road for a Finding of No Significant Impact, St. Croix. Coral World’s Dolphin Exhibit, Coral World (VI), Inc., Environmental Assessment Report for the Construction of an Offshore Dolphin Pen and Viewing Dock (and ESA Corals Monitoring and Mitigation Plan), St. Thomas. Expansion of the Spratt Bay Homeowners Dock (SBHOA), Spratt Bay Homeowner’s Association, Environment Assessment Report for the Expansion of the SBHOA Dock, Water Island. Expansion of Veterans Drive, V.I. Department of Public Works and Federal Highway Administration in Collaboration with Parsons Brinckerhoff, Environmental Assessment Report for a Finding of No Significant Impact and Drafting the USACE Statement of Findings, St. Thomas. BIOIMPACT, INC. QUALIFICATION STATEMENT Chiller Cooling System, BaHaMar and HDR, Inc., Environmental Assessment Report for the Placement of a Saltwater Intake Line at the BaHaMar Resort, Grand Bahama. Reverse Osmosis Facility, V.I. Water and Power Authority, Environmental Assessment Report for the Installation a New Reverse Osmosis Facility at the St. Thomas Power Plant, St. Thomas. Submarine Power Cable, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of a Submarine Power Cable between the Islands of St. Thomas and St. John, Pillsbury Sound, St. Thomas and St. John. Chiller System and Dock Repairs at the Marriott Frenchman’s Reef, Diamond Rock, Environmental Assessment Report for the Installation of Saltwater Intake Line and Dock Repairs (and Larval Study for Intake), St. Thomas. Expansion of Heavy Materials Krum Bay Facility, Heavy Materials St. Thomas, Environmental Assessment Report for the Expansion of Heavy Materials Concrete Facility in Krum Bay, St. Thomas. Thirty-three-Megawatt Waste-to-Energy Plant, Alpine Energy Group, Inc., Environmental Assessment Report for the Construction of a 33-Megawatt Waste-to-Energy Plant (including Conducting a Survey of Endangered V.I. Tree Boas in the Area), St. Thomas. Eighteen-Megawatt Waste-to-Energy Plant, Alpine Energy Group, Inc., Environmental Assessment Report for the Construction of an 18-Megawatt Waste-to-Energy Plans (including a Wetland Delineation), St. Croix. Reverse Osmosis Facility on St. John, V.I. Water and Power Authority, Environmental Assessment Report for the Construction of a Reverse Osmosis Facility, St. John. Seven Hills Development, Robin Bay Partners, Environmental Assessment Report for the Development of Seven Hills Residential Community (including a Wetland Delineation), St. Croix. Improvements to the Molasses Dock, V.I. Port Authority, Environmental Assessment Report for Dredging and Improvements to the Molasses Dock Roll-on Roll-off Facility (and Mitigation Plan for the Mangrove Shoreline), St. Croix. Dredging of the Charlotte Amalie Harbor Channel and the Filling of Lindbergh Bay, The West Indian Company Limited, Environmental Assessment Report for the Dredging and Widening of the Charlotte Amalie Harbor to Accommodate Oasis Class Ships at WICO Docks and the Disposal of Dredged Materials in the Historic Dredging Hole in Lindbergh Bay, St. Thomas. BIOIMPACT, INC. QUALIFICATION STATEMENT Fueling Station, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of a Vehicle Fueling Station in the Richmond Plant Terminal Facility License, St. Croix. ENVIRONMENTAL ASSESSMENT REPORTS 2005 – 2008 Water quality, monitoring and/or compensatory mitigation plans were developed to supplement each of the environmental assessment reports listed. Port of Mandahl, MSJ Realty, Environmental Assessment Report for the Development of the Marina and Resort in Estate Mandahl, St. Thomas. North Sound Yacht Club, Victor International, Environmental Assessment Report for the Development of a Marina and Yacht Club in North South, Virgin Gorda, BVI. Reconstruction of the Frenchman’s Cove Dock, Marriott Vacation Club, Environmental Assessment Report for the Reconstruction and Expansion of a Damaged Dock in Charlotte Amalie Harbor, St. Thomas. Thatch Cay Development, Thatch Cay LLC, Environmental Assessment Report for the Development of a Resort Community and Marine Infrastructure on Thatch Cay, St. Thomas. Smith Bay Development, Smith Bay Developers, Inc., Environmental Assessment Report for a Condominium Complex, St. Thomas. Subdivision of Great St. James, Christian Kejer, Environmental Assessment Report for The Development of a Residential Community on Great St. James including Marine Access Infrastructure, Great St. James Island, St. Thomas. Subdivision of Inner Brass, Green Island Developers, Environmental Assessment Report for the Development of a Residential Community on Inner Brass including Marine Access Infrastructure, Inner Brass Island, St. Thomas. Subdivision of Inner Brass, Bryan Family, Environmental Assessment Report for the Subdivision of Lots for a Residential Community on Inner Brass and the Development of a Dock for Access. Inner Brass Island, St. Thomas. Cabrita Point, Cabrita Point Partners and Lionstone LLC, Environmental Assessment Report for the Development of a Resort Community, a Mitigation and Monitoring Plan for the Endangered V.I. Tree Boa and a Monitoring Plan for a Reverse Osmosis Intake Line, Dock and Swimming Platform, St. Thomas. BIOIMPACT, INC. QUALIFICATION STATEMENT Subdivision of 77 Acres in Hansen Bay, St. John Flamboyant Realty, Environmental Assessment Report for the Development of Roads and a Subdivision in Hansen Bay, St. John. Subdivision of 14 Acres in Hansen Bay, St. John Hansen Bay Development Group, Environmental Assessment Report for the Development of Roads, and a Subdivision in Hansen Bay (including a Wetland Delineation), St. John. Expansions and Improvements to the Ritz-Carlton Hotel, William Karr and Associates, Environmental Assessment Report for the Expansion and Renovation of the Ritz-Carlton Hotel, St. Thomas. Modification to Carden Beach Condominiums, TK Properties, Inc., Environmental Assessment Report for the Development of Zero Lot Line Homes at the Carden Beach Property, St. Croix. Development of Betty’s Hope, V.I. Port Authority, Environmental Assessment Report and Wetland Delineations for the Development of the South Shore Property for Commercial and/or Residential Use, St. Croix. Expansion of the Compass Point Marina, Margate Management, Environmental Assessment Report for the Addition of Docks at the Compass Point Marina in Benner Bay, St. Thomas. Improvements, Expansions and Maintenance of HOVENSA Petroleum Refinery, HOVENSA LLC, Environmental Assessment Reports for the 1) Construction of Maintenance Buildings and Replacement of Existing Stacks, 2) Construction of a Low Sulfur Fuels (LSF) Facility, 3) Construction of Modular Buildings, and 4) Construction of Housing in Estate Blessing (including Permitting of an Existing Borrow Pit), St. Croix. Installation of a Permanent Barge Landing Facility on Lovango Cay, Joseph Markus Trust, Environmental Assessment Report for the Development of a Permanent Barge Landing Facility (including a Compensatory Mitigation Plan for Endangered Coral Species), Lovango Cay. Barge Landing, Swim Dock and Beach Enhancement on Little St. James, LSJ LLC, Environmental Assessment Report for the Relocation of the Existing Barge Landing and the Construction of a Swim Dock and Beach Enhancing Devices, Little St. James. Development of Affordable Housing in Calabash Boom, Reliance Housing, Environmental Assessment Report for the Development of Affordable Housing in Calabash Boom (and Territorial Pollutant Discharge Elimination System [TPDES] Permits), St. John. Demineralized Water System and Storage Tank Upgrades, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of a New Storage Tank and Demineralizer, St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT Development of a Pizza Bar and Miniature Golf Course, Divi Carina Bay Resort, Environmental Assessment Report for the Development of Amenities at the Divi Carina Bay Resort and Casino, St. Croix. Placement of Fuel Pipelines on the Ann E. Abramson Pier, Royal Caribbean Cruise Lines, V.I. Port Authority, Environmental Assessment Report for the Installation of Fuel Lines on the Frederiksted Pier, St. Croix. Development of a Marina and Related Infrastructure, Coral Bay Marina LLC, Environmental Assessment Report for the Dredging and Development of a Marina in Coral Bay (including an Alternative Analysis to Reduce Impacts for the USACE), St. John Development of a Marine Mammal Encountered Facility, Coral World (VI), Inc., Environmental Assessment Report for the Development of a Sealion Encounter Facility, St. Thomas. Improvements to The Randall “Doc” James Racetrack, TRAXCO, Environmental Assessment Report for Improvements to the “Doc” James Racetrack Facility (including Wetland Delineations), St. Croix. Maintenance Dredging and the Permitting of Permanent Moorings, Westin Resort, Environmental Assessment Report for Maintenance Dredging of the Existing Channel and around the Dock, and Mooring Installations, St. John. ENVIRONMENTAL ASSESSMENT REPORTS 2000 – 2004 Water quality, monitoring and/or compensatory mitigation plans were developed to supplement each of the environmental assessment reports listed. Compass Point Marina Expansion, Compass Point Marina in Collaboration with Springline Architects, Environmental Assessment Report for the Expansion of the Existing Compass Point Marina, St. Thomas. Emergency Electrical Cable St. Thomas-St. John, V.I. Water and Power Authority, Environmental Assessment Report for the Placement of a New Submarine Power Cable between St. Thomas and St. John, St. Thomas. Richmond Sand Channel Dredging, V.I. Water and Power Authority, Environmental Assessment Report for Maintenance Dredging of the Richmond Sand Channel, St. Croix. Hassel Island Electrical Cable Replacement, V.I. Water and Power Authority Environmental Assessment Report for the Installation of a New Submarine Cable between St. Thomas and Hassel Island, St. Thomas. BIOIMPACT, INC. QUALIFICATION STATEMENT Golden Resorts Golf Resort, Casino & Conference Center, Golden Resort, Environmental Assessment Report for the Development of Golden Resorts Golf Resort, Casino, and Conference Center (including a Wetland Delineation), St. Croix. Crown Bay Marine Terminal Improvements, V.I. Port Authority in Collaboration with Adams, Inc., Environmental Assessment Report for Improvements to the Crown Bay Marine Terminal, St. Thomas. Global Crossings Point of Presence, Global Crossings, Environmental Assessment Report for the Placement of a Point of Presence Communications Tower in Frederiksted, St. Croix. Burial of Fiber Optic Cables, Innovative Telephone, Environmental Assessment Report for the Burial of Fiber Optic Cables on the North Shore, St. Croix. Burial of Fiber Optic Cables on the West End of St. Croix, Innovative Telephone, Environmental Assessment Report for the Burial of Fiber Optic Cables on the West End, St. Croix. Callaloo Club Blowing Point, Callaloo Club Peninsula, Environmental Assessment for the Development of a Marina on the Island of Anguilla, British West Indies. Installation of a Waterline between St. Thomas and St. John, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of a Waterline between St. Thomas and St. John, St. Thomas. Installation of a Submarine Cable to Little St. James, V.I. Water and Power Authority, Environmental Assessment Report for the Installation of a Utility Line between St. Thomas and Little St. James, Little St. James. South American Crossing Cable Station, Global Crossing, Environmental Assessment Report for the Construction of the South American Crossing Cable Station at Estate Northside, St. Croix. Water Island Ferry Dock, V.I. Department of Public Works, Environmental Assessment Report for the Construction of a Ferry Dock on Water Island, Water Island. CuisinArt Golf Resort & Spa Beach Enhancements, CuisinArt, Environmental Impact Assessment Report for Beach Renourishment, Anguilla, British West Indies. Cinnamon Reef Resort, Cinnamon Reef, Environmental Impact Assessment Report for the Development of a Marine Facility, Anguilla, British West Indies. Frederiksted Pier Improvements, V.I. Port Authority, Environmental Assessment Report for Improvements to the Existing Frederiksted Pier, St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT Construction of a Private Dock on Little St. James, LSJ LLC, Environmental Assessment Report for the Construction of a Private Dock on the Island of Little St. James, Little St. James. Phase II of the Christiansted Boardwalk, Government of the Virgin Islands Environmental Assessment Report for Phase II of the Christiansted Boardwalk, St. Croix. Construction of a Headquarters, Beal Aerospace, Environmental Assessment Report for the Construction of Beal Aerospace’s World Headquarters in Estate Great Pond, St. Croix. ENVIRONMENTAL ASSESSMENT REPORTS 1988 – 2000 Hurricane Damaged Dock Reconstruction, Divi Carina Bay Resort, Environmental Assessment Report for the Reconstruction of a Dock after Damage Associated with Hurricane Hugo at the Divi Carina Bay Resort and Casino, St. Croix. Global Crossing Cable Terminal, Global Crossing, Environmental Assessment Report for the Construction of a Cable Terminal Building and Corridor for Eight Submarine Fiber Optic Cables (including a Landfall Study) in Frederiksted, St. Croix. Construction of a Coker and Coker Dock at the HOVENSA Petroleum Refinery, HOVENSA LLC, Environmental Assessment Report for the Construction of a Coker and Coker Dock, St. Croix. Frederiksted Pier Mooring Dolphin, V.I. Port Authority, Environmental Assessment Report for the Construction of a Mooring Dolphin at the Frederiksted Pier, St. Croix. Seaplane Terminal, V.I. Port Authority, Environmental Assessment Report for the Development of a Seaplane Terminal at the Old Seaplane Ramp, St. Croix. Forest Bay Marina, Forest Bay Group, Environmental Assessment Report for the Development of a Marina and Related Facilities in Forest Bay, Anguilla, British West Indies. Dolphin Lagoon, META Resorts, Environmental Assessment Report for the Development of a Dolphin Lagoon at Meads Bay, Anguilla, British West Indies. Construction of the Christiansted Boardwalk, Government of the Virgin Islands, Environmental Assessment Report for the Construction of a Boardwalk in Christiansted, St. Croix. Runway Extension of the Henry E. Rohlsen Airport, V.I. Port Authority in Collaboration with LPA Group, Environmental Assessment Report for the Runway Extension at the Henry E. Rohlsen Airport, St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT Red Hook Marine Terminal Expansion, V.I. Port Authority, Environmental Assessment Report for the Expansion of the Red Hook Marine Terminal (including the Development and Implementation of Mitigation and Monitoring Plans), St. Thomas. Enighed Pond Marine Terminal, V.I. Port Authority, Environmental Assessment Report for the Creation of the Enighed Pond Marine Facility (including the Development and Implementation of Mitigation and Monitoring Plans), St. John. Submerged Land Renewal, Coral World (VI), Inc., Environmental Assessment Report for the Renewal of the Submerged Land Lease for the Coral World Facility, St. Thomas. Construction of a Seawall, Cowpet Bay, Environmental Assessment Report for the Modification of an Existing Permit to Construct a Seawall, St. Thomas. Riprap Revetment Installation, Watergate East Villas, Environmental Assessment Report for the Construction of a Rip-Rap Revetment, St. Thomas. Improvements to the Fuel Dock, V.I. Water and Power Authority, Environmental Assessment Report for Improvements to the Fuel Dock at the Power Generating Facility, St. Thomas. Subdivision of Estate Misgunst, La Domaine, Environmental Assessment Report for the Subdivision of 40 Acres of Land in Estate Misgunst, St. Thomas. Expansion of the Alexander Hamilton Airport and Highway 64 Relocation, V.I. Port Authority, Environmental Assessment Report for the Expansion of the Alexander Hamilton Airport Terminal and Highway 64 Relocation (including a Wetland Delineation, and Development and Implementation of a Wetland Mitigation Plan), St. Croix. AT&T Cable Landing Facility, AT&T, Environmental Assessment Report for the Cable Landing Facility at Estate Northside (including a Beach Landfall Study, a Cable Routing Study, and the Development of a Water Quality and Environmental Monitoring and Mitigation Plan), St. Croix. Dredging of the Sand Channel, DEVCON, Environmental Assessment Report for the Dredging of the Christiansted Sand Channel, St. Croix. Expansion of the Red Mud Storage Ponds, VIALCO, Environmental Assessment Report for the Expansion of the Red Mud Storage Ponds at the VIALCO Alumina Facility, St. Croix. Stormwater Drainage System, VIALCO, Environmental Assessment Report for the Creation of a Stormwater Drainage System at the VIALCO Alumina Facility, St. Croix. Permitting of a Caliche Mine, VIALCO, Environmental Assessment Report for the Mining of Caliche at the VIALCO Alumina Facility, St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT Molasses Dock Expansion, V.I. Port Authority Subcontracted by Frank Torrez, Environmental Assessment Report for the Molasses Dock Terminal at the Third Port Facility, St. Croix. ENVIRONMENTAL ASSESSMENT REPORTS (SELECTED) 1988 – 1993 Beach Renourishment, St. Croix by the Sea, Environmental Assessment Report for a Beach Renourishment and Jetty Construction at St. Croix by the Sea, St. Croix. Vieques Shrimp Farm, Vieques Shrimp Mariculture Project, Environmental Assessment Report for the Creation of a Shrimp Farm in Puerto Ferro, Vieques, Puerto Rico. Marine Spill Response Corporation (MSRC) Dock, Hess Oil Virgin Islands (HOVIC) Petroleum Refinery, Environmental Assessment Report for the Construction of a Pier in the HOVIC West Turning Basin, St. Croix. Construction of Eden Beach Hotel and Condominiums, Eden Beach, Environmental Assessment Report for the Proposed Construction of Eden Beach Hotel and Condominiums, St. Croix. Expansion of the Tamarind Reef Hotel, Tamarind Reef, Environmental Assessment Report for the Proposed Reconstruction and Expansion of the Tamarind Reef Hotel, St. Croix. Construction of Gas Turbines at the Third Port, V.I. Water and Power Authority, Environmental Assessment Report and USACE Application for the Construction of Two Gas Turbines at the Third Port Site, St. Croix. Subdivision of Lovango Cay, Joseph Markus Trust, Environmental Assessment Report for the Creation of a Subdivision on Lovango Cay and Placement of a Private Dock, Lovango Cay. Well Water Collection System, VIALCO, Environmental Assessment Report for the Construction of a Well Water Gathering System for Wells at the VIALCO Alumina Facility, St. Croix. Crawl Cay, Monroe County, Environmental Assessment Report, Wetlands Delineation and Hammock Studies of Crawl Cay, Florida. Jack’s Bay Subdivision, Jack’s Bay Development Company, Environmental Assessment Report for the Subdivision of Approximately 300 Acres into 64 Lots at Estate Jack Bay and Estate Isaac Bay, St. Croix. Bauxite Building, VIALCO, Environmental Assessment Report for the Expansion of the Bauxite Building at the VIALCO Alumina Facility, St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT Carambola Beach Club Improvements, Danested, Environmental Assessment Report for the Repair and Improvement of the Carambola Beach Club Facilities, St. Croix. Salt River National Park, National Park Service, Environmental Impact Statement for the Proposed National Park at Salt River, St. Croix. Desalination Unit, V.I. Water and Power Authority, Environmental Assessment Report for the Construction of a Desalination Unit on St. John, St. John. Construction of Estate Turner Hole Condominiums, Carmel by the Sea, Environmental Assessment Report for the Construction of a 95-unit Condominium at Estate Turner Hole, St. Croix. Very Long Baseline Array (VLBA) Observation Station, NASA, Environmental Assessment Report and Landscaping Plan for the Construction of a VLBA, St. Croix. Buccaneer Hotel Room Expansion, Buccaneer Hotel, Environmental Assessment Report for a 20-room Addition to the Buccaneer Hotel, St. Croix. Construction of a Ritz-Carlton Hotel, Environmental Assessment Report and Zoning Application for a 350-room Ritz-Carlton Hotel in Estate Davis Bay, St. Croix. Frederiksted Pier Expansion, V.I. Port Authority, Environmental Assessment Report for the Construction of a Second Pier in Frederiksted, St. Croix. Construction of the Kingston Hotel, Kingston Hotel, Environmental Assessment Report for the Construction of a Hotel and Condominium in Kingston, Tortola, BVI. Construction of an Airport Warehouse, V.I. Port Authority, Environmental Assessment Report for Construction of a Warehouse Facility at the Alexander Hamilton Airport, St. Croix. Development of the Great Pond Resort, St. Croix, Environmental Assessment Report, for Golden Gaming, Zoning Application, and USACE Permit Application for a Hotel and Condominium Project at Estate Great Pond, St. Croix. BIOIMPACT, INC. QUALIFICATION STATEMENT ENVIRONMENTAL ASSESSMENT REPORTS 1986 – 1988 St. Croix St. Thomas St. John Columbus Landing, St. Croix Blue Beards Beach, St. Thomas Concordia, St. John Grapetree Beach, St. Croix St. Croix by the Sea, St. Croix Ensenada, St. Croix Virgin Grand, St. Croix Sugar Bay, St. Croix Turtle Run, St. Croix Palm Shores, St. Croix Baobab, St. Croix Reflection Bay, St. Croix Coakley Bay, St. Croix Green Cay, St. Croix Turquoise Bay St. Croix Eagle Bay, St. Croix Granard, St. Croix Concordia, St. John Wider Caribbean Southeast Peninsula, St. Kitts Divi Dive Canal, Nassau, Bahamas BIOIMPACT, INC. QUALIFICATION STATEMENT ENVIRONMENTAL CONTAMINATION ASSESSMENTS 1990 – PRESENT 2022 – Present Sampling for Heavy Metals Contamination of the Soil in Estate Donoe, St. Thomas. 2000 – Present Sampling for Chemical Contamination in Cisterns as a Result of a Hydrocarbon Release in the Air, St. Croix. 1994 – Present Periodic Sampling of the Leaking Underground Storage Tanks (LUSTs) at the V.I. Port Authority Seaplane Ramp, St. Croix. 2019 Sampling for Mold at the Renaissance Hotel, St. Thomas. 2016 – 2022 Sampling of Underground Storage Tanks (USTs) for Gasoline Service Stations on St. Thomas and St. Croix. 2012 – 2016 Sampling for Recognized Environmental Conditions in Estate Anna’s Hope, St. Croix. 2006 – 2016 Sampling for Petroleum Product Contamination at Gasoline Stations and Industrial Sites, St. Croix. 1990 – 2002 Sampling of Residential and Commercial Properties on St. Croix, St. Thomas, St. John and Puerto Rico for Recognized Environmental Conditions. Jeffrey T. Boschulte, AIA, NCARB, LEED AP BD+C Office: (340) 777-2375 PO BOX 303190 Cellular: (340) 344-6139 ST. THOMAS, VI 00803 E-Mail: jeffrey@boschulte.com REGISTERED ARCHITECT PROFESSIONAL PROFILE Inspiring design team leader with thirty years of participation the field of architecture, including twenty years as a registered architect. Extensive architectural design and project management experience in all phases including pre-design through construction documents production and contract administration. AREAS OF EXPERTISE • Architectural Design • Site Planning • Code Compliance • Historic Preservation • Space Programming • Construction Documents EDUCATION • GEORGIA INSTITUTE OF TECHNOLOGY (GEORGIA TECH) • Atlanta, GA • 1999 - Master of Architecture • UNIVERSITY OF VIRGINIA (UVA) • Charlottesville, VA • 1996 - Bachelor of Science in Architecture LICENSES AND CREDENTIALS • NCARB certified architect • LEED AP BD+C accredited professional • Registered Architect in the U.S. Virgin Islands, Pennsylvania, and Maryland PROFESSIONAL MEMBERSHIPS / BOARDS • American Institute of Architects, V.I. Chapter (Board Member; Treasurer 2019-presesnt) • AIA V.I. Chapter State Disaster Coordinator Network Virgin Islands Representative • National Trust for Historic Preservation, Member • Virgin Islands Board of Land Use Appeals, Board Member 2021-present • Virgin Islands Board of Architects, Engineers, & Land Surveyors, Board Member 2021-present PROFESSIONAL EXPERIENCE • BOSCHULTE ARCHITECTURE, LLC • August 2002 to present - CEO / Principal Architect (Formerly Boschulte Design Studio) RELATED EXPERIENCE • WAREHAUS (formerly LSC Design, Inc.) • January 2013 to May 2014 - Architectural Project Manager • JAREDIAN DESIGN GROUP • May 2000 to July 2002 - Staff Architect • JAREDIAN DESIGN GROUP • June 1999 to April 2000 - Intern Architect • GEORGIA TECH • 1998 - Study Abroad Program - Italy • JAREDIAN DESIGN GROUP • May 1996 to August 1997 - Intern Architect • JAREDIAN DESIGN GROUP • 1995 - Student Summer Intern • ALTON A. ADAMS JR., INC • 1991 thru 1994 - Student Summer Intern • P.F. LOPEZ ASSOCIATES • 1989 thru 1990 - Student Summer Intern APPENDIX B HAVEN DEV USVI PREPARED FOR CLIENT COVER SHEET C-100 © HAVEN DEVELOPMENT LLC CZM CIVIL SET HAMPTON INN AND SUITES, ST. THOMAS, US-VI PREPARED BY: N.T.S. NORTH PROJECT LOCATION Google Earth LOCATION MAP PROJECT LOCATION PROJECT MAP Google Maps N.T.S. NORTH HAVEN DEV USVI PREPARED FOR CLIENT GENERAL NOTES C-101 © · · · · HAVEN DEV USVI PREPARED FOR CLIENT DEMOLITION NOTES C-200 © 9 Parking Spaces 11 + 1 HC Parking Spaces 14 Parking Spaces 19 Parking Spaces 5 Parking Spaces 60' 21' 120' 60' 191' 120' 120' 200' 45' 40' 101' 60' 254' 18' 80' 114' 47' Inlet Grate no access 71' Inlet Grate INV 12" RCP NE 5.77' INV 12" RCP SW 5.77' Inlet Grate INV 12" box NE 5.20' INV 12" box SW 5.26' INV 12" box NW 5.22' INV 4" PVC W 5.99' Inlet Grate 8" RCP N.E. (inaccessable) Inlet Grate INV 6" PVC 8.06' Inlet Inlet Grate 8" RCP SW INV 8.18' Inlet Grate INV 4" RCP NW 6.94' INV 12" RCP SW 6.67' 2" PVC 4" PVC 12" RCP Inlet Grate INV 4" PVC SW 5.99' INV 4" PVC SE 5.99' Inlet Grate INV 16" RCP NW 2.90' INV 12" RCP SE 3.13' 12" RCP 12" RCP 12" RCP 6" Metal 4" PVC 8" PVC 4" PVC Inlet Grate INV 6" PVC NW 8.06' INV 6" PVC S 7.98' 12" RCP Inlet Grate INV 12" RCP NW 5.17' INV 12" RCP NE 5.32' INV 6" Metal SW 7.98' Inlet Grate INV 12" BOX 3.84' INV 24" RCP SW 3.95' Inlet Grate INV 12" BOX SE 4.65' INV 12" BOX NE 4.93' 8" PVC 12" PVC 8" PVC 12" RCP 12" RCP 18" RCP Inlet Grate INV 8" PVC SW 6.0' INV 12" RCP NE 5.42' Inlet Grate INV 8" PVC W 6.45' INV 8" RCP NE 6.11' Inlet Grate INV 18" RCP NW 3.60' INV 12" RCP SW 3.68' INV 12" RCP SE 3.39' Sanitary Manhole TOP 10.00' INV 12" VCP NW 3.90' INV 12" VCP NE 3.84' INV 12" VCP SW 3.86' INV 6" PVC SE 5.31' Sanitary Manhole TOP 9.64' INV 12" VCP E 2.90' INV 12" VCP SW 3.31' INV 12" VCP NW 3.09' INV 8" VCP NE 3.23' Sanitary Manhole TOP 8.10' INV 8" PVC SE 4.17' INV 8" PVC NW 4.49' Sanitary Manhole TOP 9.77' INV 12" Box SW 3.83' INV 12" Box NE 3.66' Inlet Grate INV 6.92' Inlet Grate INV 6.16' Inlet Grate INV 5.97' Inlet Grate INV 5.51' Inlet Grate INV 5.98' Inlet Grate INV 5.85' Inlet Grate INV 5.50' Inlet Grate INV 12" RCP NW 4.04' INV 12" RCP NE 4.21' INV 12" RCP SE 4.46' R/W L P L P L P L P R/W R/W R/W L P L P L P L P HAVEN DEV USVI PREPARED FOR CLIENT DEMOLITION PLAN C-201 © L P R/W LEGEND: NORTH HAVEN DEV USVI PREPARED FOR CLIENT EROSION CONTROL NOTES C-300 © DPNR'S TPDES GENERAL PERMIT FOR STORMWATER DPNR'S TPDES GENERAL PERMIT FOR STORMWATER TERRITORIAL POLLUTION DISCHARGE ELIMINATION SYSTEM (TPDES) DEPARTMENT OF PLANNING AND NATURAL RESOURCES 60' 21' 120' 60' 191' 120' 120' 200' 45' 40' 101' 60' 254' 18' 80' 114' 47' Inlet Grate no access 71' Inlet Grate INV 12" box NE 5.20' INV 12" box SW 5.26' INV 12" box NW 5.22' INV 4" PVC W 5.99' Inlet Grate INV 6" PVC 8.06' Inlet Inlet Grate INV 4" PVC SW 5.99' INV 4" PVC SE 5.99' Inlet Grate INV 16" RCP NW 2.90' INV 12" RCP SE 3.13' Inlet Grate INV 6" PVC NW 8.06' INV 6" PVC S 7.98' Inlet Grate INV 12" RCP NW 5.17' INV 12" RCP NE 5.32' INV 6" Metal SW 7.98' Inlet Grate INV 12" BOX 3.84' INV 24" RCP SW 3.95' Inlet Grate INV 12" BOX SE 4.65' INV 12" BOX NE 4.93' Inlet Grate INV 18" RCP NW 3.60' INV 12" RCP SW 3.68' INV 12" RCP SE 3.39' Sanitary Manhole TOP 10.00' INV 12" VCP NW 3.90' INV 12" VCP NE 3.84' INV 12" VCP SW 3.86' INV 6" PVC SE 5.31' Sanitary Manhole TOP 9.64' INV 12" VCP E 2.90' INV 12" VCP SW 3.31' INV 12" VCP NW 3.09' INV 8" VCP NE 3.23' Sanitary Manhole TOP 8.10' INV 8" PVC SE 4.17' INV 8" PVC NW 4.49' Sanitary Manhole TOP 9.77' INV 12" Box SW 3.83' INV 12" Box NE 3.66' Inlet Grate INV 6.92' Inlet Grate INV 6.16' Inlet Grate INV 5.97' Inlet Grate INV 5.51' Inlet Grate INV 5.98' Inlet Grate INV 5.85' Inlet Grate INV 5.50' Inlet Grate INV 12" RCP NW 4.04' INV 12" RCP NE 4.21' INV 12" RCP SE 4.46' R/W L P L P L P L P R/W R/W R/W L P L P L P L P X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X HAVEN DEV USVI PREPARED FOR CLIENT EROSION CONTROL PLAN C-301 © L P R/W LEGEND: NORTH X X CL HAVEN DEV USVI PREPARED FOR CLIENT EROSION CONTROL DETAILS C-302 © ® ™ ™ ™ ® ™ REQUIREMENTS. ™ CATCH BASIN CATCH BASIN ® ® ™ ® ™ NOT TO SCALE SILT FENCE SEDIMENT CONTROL DETAIL 1 C104 NOT TO SCALE FENCE W/DUST SCREEN 2 C104 NOT TO SCALE DROP INLET SEDIMENT BARRIER 3 C104 NOT TO SCALE FILTREXX SEDIMENT CONTROL (O.A.E.) 4 C104 NOT TO SCALE FILTREXX INLET PROTECTION (O.A.E.) 5 C104 NOT TO SCALE STABLIZED CONSTRUCTION ENTRANCE 6 C104 FITNESS CENTER 740 S.F STORAGE 59 S.F MECH. STORAGE LAUNDRY 700 S.F LINEN STOR. 120 S.F EMPLOYEE BREAKROOM 245 S.F DRYER ELEVATOR LOBBY 180 S.F RESTROOM 43 S.F ENGINEERING 252 S.F MANAGER 100 S.F SALES 75 S.F WORK AREA 285 S.F COMPUTER/ PBX 95 S.F CORRIDOR FOOD PREP 360 S.F FRONT DESK MAIN LOBBY 670 S.F STOR. 45 S.F MECH. 45 S.F VESTIBULE 200 S.F KING STAIR# 1 GUEST LAUNDRY 90 S.F LINEN STORAGE 65 S.F KING KING STUDIO KING STUDIO KING KING KING KING KING STAIR# 2 MECH. ROOM 374 S.F POOL STORAGE 100 S.F OUTDOOR POOL 600 SF OUTDOOR POOL SEATING AREA 875 S.F BAR SEATING AREA 3510 S.F STORAGE 120 S.F POOL DECK AREA 1820 S.F TREATS SHOP ELEV# 1 ELEV# 2 UP UP PORTE COCHERE ABOVE ROOF ABOVE PANTRY UNISEX 65 S.F UNISEX 65 S.F POOL EQUIPMENT 120 S.F 6 seats 1 seats WOMEN MEN STORAGE 37 S.F STORAGE 37 S.F MTG. RM STOR. 109 S.F MEETING ROOM 560 S.F PERSONAL NOOK 109 S.F ELECTRICAL ROOM 194 S.F CART 24'-0" UP UP UP 24" CORRIDOR 8 seats 4 seats 4 seats 2 seats 7 seats 4 seats 2 seats 4 seats 4 seats 2 seats 2 seats 4 seats BREAKFAST AREA 1400 S.F 54 TOTAL SEATING 770 SF VISITOR CENTER 27 65 SF MALE R.R. 28 62 SF FEMALE R.R. 29 104 SF BREAK ROOM 30 115 SF OFFICE 31 168 SF LOUNGE 32 69 SF STORAGE 33 19 SF MECH 34 145 SF CORRIDOR 35 Inlet Grate no access Inlet Grate INV 12" box NE 5.20' INV 12" box SW 5.26' INV 12" box NW 5.22' INV 4" PVC W 5.99' Inlet Grate INV 6" PVC 8.06' Inlet Inlet Grate INV 4" PVC SW 5.99' INV 4" PVC SE 5.99' Inlet Grate INV 16" RCP NW 2.90' INV 12" RCP SE 3.13' Inlet Grate INV 6" PVC NW 8.06' INV 6" PVC S 7.98' Inlet Grate INV 12" RCP NW 5.17' INV 12" RCP NE 5.32' INV 6" Metal SW 7.98' Inlet Grate INV 12" BOX 3.84' INV 24" RCP SW 3.95' Inlet Grate INV 12" BOX SE 4.65' INV 12" BOX NE 4.93' Inlet Grate INV 18" RCP NW 3.60' INV 12" RCP SW 3.68' INV 12" RCP SE 3.39' Sanitary Manhole TOP 10.00' INV 12" VCP NW 3.90' INV 12" VCP NE 3.84' INV 12" VCP SW 3.86' INV 6" PVC SE 5.31' Sanitary Manhole TOP 9.64' INV 12" VCP E 2.90' INV 12" VCP SW 3.31' INV 12" VCP NW 3.09' INV 8" VCP NE 3.23' Sanitary Manhole TOP 8.10' INV 8" PVC SE 4.17' INV 8" PVC NW 4.49' Sanitary Manhole TOP 9.77' INV 12" Box SW 3.83' INV 12" Box NE 3.66' Inlet Grate INV 6.92' Inlet Grate INV 6.16' Inlet Grate INV 5.97' Inlet Grate INV 5.51' Inlet Grate INV 5.98' Inlet Grate INV 5.85' Inlet Grate INV 5.50' Inlet Grate INV 12" RCP NW 4.04' INV 12" RCP NE 4.21' INV 12" RCP SE 4.46' R/W L P L P L P L P R/W R/W R/W L P L P L P L P HAVEN DEV USVI PREPARED FOR CLIENT SITE PLAN C-400 © L P R/W LEGEND: NORTH CL FITNESS CENTER 740 S.F STORAGE 59 S.F MECH. STORAGE LAUNDRY 700 S.F LINEN STOR. 120 S.F EMPLOYEE BREAKROOM 245 S.F DRYER ELEVATOR LOBBY 180 S.F RESTROOM 43 S.F ENGINEERING 252 S.F MANAGER 100 S.F SALES 75 S.F WORK AREA 285 S.F COMPUTER/ PBX 95 S.F CORRIDOR FOOD PREP 360 S.F FRONT DESK MAIN LOBBY 670 S.F STOR. 45 S.F MECH. 45 S.F VESTIBULE 200 S.F KING STAIR# 1 GUEST LAUNDRY 90 S.F LINEN STORAGE 65 S.F KING KING STUDIO KING STUDIO KING KING KING KING KING STAIR# 2 MECH. ROOM 374 S.F POOL STORAGE 100 S.F OUTDOOR POOL 600 SF OUTDOOR POOL SEATING AREA 875 S.F BAR SEATING AREA 3510 S.F STORAGE 120 S.F POOL DECK AREA 1820 S.F TREATS SHOP ELEV# 1 ELEV# 2 UP UP PORTE COCHERE ABOVE ROOF ABOVE PANTRY UNISEX 65 S.F UNISEX 65 S.F POOL EQUIPMENT 120 S.F 6 seats 1 seats WOMEN MEN STORAGE 37 S.F STORAGE 37 S.F MTG. RM STOR. 109 S.F MEETING ROOM 560 S.F PERSONAL NOOK 109 S.F ELECTRICAL ROOM 194 S.F CART 24'-0" UP UP UP 24" CORRIDOR 8 seats 4 seats 4 seats 2 seats 7 seats 4 seats 2 seats 4 seats 4 seats 2 seats 2 seats 4 seats BREAKFAST AREA 1400 S.F 54 TOTAL SEATING 770 SF VISITOR CENTER 27 65 SF MALE R.R. 28 62 SF FEMALE R.R. 29 104 SF BREAK ROOM 30 115 SF OFFICE 31 168 SF LOUNGE 32 69 SF STORAGE 33 19 SF MECH 34 145 SF CORRIDOR 35 8.1 8.2 8.3 8.3 8.4 8.3 8.3 8.4 8.4 8.4 8.4 8.5 9.7 8.5 6.7 9.3 9.0 8.7 8.5 7.8 7.9 7.9 9.6 9.6 9.8 10.4 9.8 10.0 10.1 10.0 10.0 10.0 10.0 8.6 8.6 8.6 8.6 8.4 9.3 9.1 9.4 9.9 9.9 9.5 8.5 8.8 9.2 8.4 8.4 8.6 8.5 8.4 121.8 121.2 8.5 8.4 8.3 9.7 9.7 9.6 9.7 10.0 10.1 10.1 9.8 9.9 9.8 9.9 9.2 9.6 10.3 10.0 9.9 9.9 9.9 9.8 9.9 9.8 9.1 9.3 9.1 9.2 9.6 9.8 9.7 9.3 9.1 9.29.0 9.8 9.7 9.7 8.6 8.6 8.7 8.6 8.6 8.6 8.5 8.5 8.5 8.6 8.4 8.5 8.2 8.4 8.8 8.4 8.2 8.4 8.4 8.7 8.5 8.4 9.1 9.2 10.4 10.2 8.4 8.9 8.9 8.5 8.6 8.5 8.8 8.1 7.9 7.4 7.8 8.2 8.4 8.6 8.6 8.4 8.4 8.4 8.4 FNC 8.8 8.6 9.6 9.0 9.1 9.6 10.2 9.8 9.4 9.6 9.3 9.4 9.4 9.8 9.9 9.8 9.8 9.3 9.4 9.5 9.79.6 9.7 9.6 9.6 9.8 9.89.8 10.1 10.1 10.2 11.0 10.2 9.8 10.0 10.2 9.7 9.9 9.8 9.7 9.6 9.9 9.7 9.8 9.7 9.5 8.3 10.1 9.7 9.8 9.9 9.9 9.8 10.0 10.0 10.1 10.1 10.1 9.9 10.1 10.0 9.8 10.0 10.2 10.0 10.0 9.1 10.6 10.0 10.0 10.0 10.211.5 10.1 10.1 10.4 9.9 9.9 10.0 10.0 9.9 9.9 9.8 9.8 9.8 9.7 9.1 9.4 10.7 10.8 10.7 9.8 9.9 9.2 9.6 9.5 9.4 8.61 8.60 8.73 8.64 8.62 8.67 8.70 PRK.YLLW 12146 8.32 9.07 9.04 9.09 8.82 8.5 8.48 8.47 8.5 8.2 8.3 8.2 8.3 8.2 8.3 8.5 8.5 8.5 8.3 8.4 8.3 8.3 8.3 8.9 8.9 8.9 9.4 9.6 8.9 8.5 8.5 8.3 8.1 8.38.3 8.0 8.5 11.3 8.8 8.8 8.7 9.4 9.1 9.2 9.6 9.5 9.6 9.6 9.7 9.7 9.7 9.1 9.8 FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC 8.2 8.3 8.9 8.9 9.8 9.8 Inlet Grate no access Inlet Grate INV 12" box NE 5.20' INV 12" box SW 5.26' INV 12" box NW 5.22' INV 4" PVC W 5.99' Inlet Grate INV 6" PVC 8.06' Inlet 2" PVC 4" PVC 12" RCP Inlet Grate INV 4" PVC SW 5.99' INV 4" PVC SE 5.99' Inlet Grate INV 16" RCP NW 2.90' INV 12" RCP SE 3.13' 12" RCP 12" RCP 6" Metal 4" PVC MH.CANT.REMOVE.LID 13049 9.17 GRATE.UNDER.FNC.NO.ACCESS 13057 7.96 7.91 4" PVC Inlet Grate INV 6" PVC NW 8.06' INV 6" PVC S 7.98' 12" RCP Inlet Grate INV 12" RCP NW 5.17' INV 12" RCP NE 5.32' INV 6" Metal SW 7.98' Inlet Grate INV 12" BOX 3.84' INV 24" RCP SW 3.95' Inlet Grate INV 12" BOX SE 4.65' INV 12" BOX NE 4.93' 8" PVC 12" PVC 8" PVC 12" RCP 12" RCP 18" RCP Inlet Grate INV 18" RCP NW 3.60' INV 12" RCP SW 3.68' INV 12" RCP SE 3.39' Sanitary Manhole TOP 10.00' INV 12" VCP NW 3.90' INV 12" VCP NE 3.84' INV 12" VCP SW 3.86' INV 6" PVC SE 5.31' Sanitary Manhole TOP 9.64' INV 12" VCP E 2.90' INV 12" VCP SW 3.31' INV 12" VCP NW 3.09' INV 8" VCP NE 3.23' Sanitary Manhole TOP 8.10' INV 8" PVC SE 4.17' INV 8" PVC NW 4.49' Sanitary Manhole TOP 9.77' INV 12" Box SW 3.83' INV 12" Box NE 3.66' Inlet Grate INV 6.92' Inlet Grate INV 6.16' Inlet Grate INV 5.97' Inlet Grate INV 5.51' Inlet Grate INV 5.98' Inlet Grate INV 5.85' Inlet Grate INV 5.50' Inlet Grate INV 12" RCP NW 4.04' INV 12" RCP NE 4.21' INV 12" RCP SE 4.46' R/W L P L P L P L P R/W R/W R/W L P L P L P L P GRATE.UNDER.FNC.NO.ACCESS 11386 7.91 9.0 DRCTN.12".RCP 11450 8.79 8.2 9.1 INVERT.12".RCP 11449 3.39 8.2 8.2 DRCTN.12".TOP.ASPH 11448 8.77 8.2 INVERT.12" 11447 3.49 8.7 DRCTN.18" 11446 8.68 INVERT.18" 11445 3.60 INVERT.12".RCP 11444 3.68 INVERT.12".RCP 11443 0.00 INVERT.12".RCP 11442 5.42 INVERT.8"PVC 11440 2.14 DRCTN.8"PVC 11439 6.82 INVERT.8"PVC 11438 6.11 DRCTN.8"RCP.TOP.ASPH 11437 8.35 INVERT.8"PVC 11436 6.45 DRCTN.8"RCP.YOP.ASPH 11435 7.76 DRCTN.8"RCP.YOP.ASPH 11434 8.61 INVERT.4" 11431 6.94 EC.GRATE 11428 8.58 INVERT.12"RCP 11427 5.77 DRCTN.12"RCP 11421 8.01 INVERT.12"RCP 11420 4.46 DRCTN.12"RCP 11419 8.41 IVERT.12"RCP 11418 4.04 DRCTN.12"RCP 11417 3.48 INVERT.12"RCP 11416 4.21 INVERT.4"PVC 11415 6.76 INVERT.4"PVC 11414 5.81 DRCTN.4"PVC 11413 7.87 DRCTN.4"PVC 11412 8.24 INVERT.4"PVC 11411 5.85 DRCTN.12"RCP.? 11410 8.84 DRCTN.12"RCP 11409 8.48 INVERT.12"RCP 11408 5.69 DRCT.3"PVC 11407 4.82 DRCT.3"PVC 11406 7.96 INVERT.3"PVC 11405 5.99 INVERT.BOX.12"X12" 11403 5.20 INVERT.BOX.12"X12" 11402 5.22 DRCTN.2"PVC 11401 8.59 DRCTN.2"PVC 11400 8.43 DRCTN.2"PVC 11399 7.84 INVERT.2"PVC 11398 7.34 INVERT.12"RCP 11397 5.20 INVERT.12"RCP 11396 5.27 DRCTN.6".TOP.ASPH 11393 5.69 INVERT.6"METAL.PIPE 11391 0.00 INVERT.12"RCP 11389 5.32 DRCTN.6"?TOP.ASPH 11388 9.03 INVERT.6".PVC 11387 8.06 GRATE.UNDER.FNC.NO.ACCESS 11385 7.96 INVERT.16"RCP 11384 2.90 INVERT.16"RCP 11383 3.13 BR.HOLE.8 11382 8.72 EC 11379 7.86 EC 11378 8.01 MH.CANT.REMOVE.LID 11377 9.17 EC 11362 9.61 EC 11361 9.83 DRCTN.24".TOP.RD 11348 9.71 DRCTN.24".TOP.RD 11347 8.77 INVERT.24"RCP 11346 3.95 22.2 26.0 35.3 25.3 10.1 10.1 10.4 10.6 10.5 10.4 10.1 10.2 11.4 10.5 9.6 22.5 32.4 29.0 13.6 8.6 8.4 9.1 8.5 8.5 8.7 8.5 8.5 8.3 9.0 8.5 8.5 8.5 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.8 9.1 9.1 9.4 8.8 8.7 9.2 9.2 8.6 9.2 8.5 9.2 8.4 9.2 8.9 8.9 9.4 8.6 9.2 10.1 9.0 8.8 8.9 8.6 8.7 8.4 8.2 8.5 8.3 8.4 8.7 8.3 8.2 8.5 8.3 8.3 8.4 8.4 8.4 8.4 8.3 8.1 8.1 8.0 8.0 8.1 8.1 8.0 7.9 8.0 8.1 8.3 8.0 7.9 8.2 8.1 8.1 7.9 8.3 8.2 9.1 9.1 8.9 8.9 9.2 9.2 9.5 9.6 9.6 9.7 9.4 9.4 9.3 9.1 9.2 9.2 9.4 9.4 9.3 9.7 9.6 9.8 9.7 10.0 10.0 10.1 10.2 10.4 10.3 10.3 10.3 10.210.2 10.0 10.0 9.9 9.8 9.7 9.7 9.5 9.5 9.4 9.4 9.1 9.2 8.8 8.8 9.0 9.0 9.2 9.1 9.3 9.4 9.6 9.5 9.6 9.5 9.5 9.5 9.4 9.2 9.0 8.9 8.6 8.5 8.6 8.5 8.4 8.5 8.4 8.3 8.8 9.1 9.5 9.6 9.5 10.6 10.6 10.7 8.3 8.3 9.7 8.6 7.7 10.1 9.9 9.2 9.1 9.6 9.6 9.0 9.6 8.8 8.7 8.6 8.7 9.3 9.1 8.9 9.0 117.0 117.0 8.5 8.5 8.3 8.9 9.0 8.7 9.3 9.0 9.4 9.6 9.6 9.3 9.2 9.1 9.4 8.7 8.8 11.3 11.3 8.2 8.2 8.0 8.28.0 8.1 8.3 8.9 8.3 8.9 8.4 8.3 8.4 9.5 9.6 9.6 9.4 8.9 8.9 8.9 8.8 8.9 9.0 8.5 8.2 8.0 8.1 8.0 8.1 8.9 8.6 8.4 8.5 8.5 8.7 8.3 8.2 8.3 8.3 8.3 8.4 8.1 8.0 8.4 8.5 8.5 8.8 8.8 8.7 8.7 8.7 8.5 8.6 8.68.5 8.6 8.3 8.3 8.3 8.3 8.2 8.3 8.2 8.0 8.2 8.3 0.0 8.3 8.2 8.4 8.5 8.4 8.4 8.5 8.5 8.6 8.5 8.4 8.3 8.4 8.5 8.5 8.6 8.5 8.6 8.6 8.5 8.5 8.4 8.4 8.4 8.5 8.5 8.5 8.7 8.6 8.7 8.7 8.6 8.8 8.7 8.6 8.8 8.6 8.7 8.6 8.5 8.6 8.6 8.6 8.6 8.8 8.7 8.5 8.5 8.5 8.4 8.5 8.5 8.5 8.7 8.5 8.5 8.8 9.0 9.0 9.5 9.6 9.1 9.1 9.8 9.6 9.1 9.1 9.8 9.6 9.1 9.0 9.8 9.3 9.1 8.8 9.0 9.0 8.9 8.9 8.4 8.6 8.6 8.7 8.3 8.7 8.4 8.3 8.6 8.6 8.3 8.2 8.4 8.4 8.4 8.2 8.4 8.4 8.4 8.3 8.2 8.3 8.3 8.2 8.4 8.1 8.1 8.5 8.2 8.4 8.5 8.4 8.4 8.4 8.4 8.3 8.7 8.7 8.6 8.6 8.7 8.7 8.7 8.6 8.6 8.6 8.7 8.7 8.7 8.5 8.7 8.5 8.8 8.8 8.3 8.6 8.1 8.2 8.2 8.1 8.1 8.2 8.2 8.6 9.1 9.0 8.6 8.6 9.1 9.4 8.7 9.2 8.6 8.2 9.0 9.0 8.1 8.3 8.8 9.0 8.5 8.4 8.3 8.2 8.1 8.7 8.9 8.0 8.9 9.1 8.0 8.0 9.1 9.3 8.7 9.3 9.4 8.8 8.9 8.9 9.1 9.1 9.1 9.1 9.2 10.2 10.1 10.1 10.0 10.1 10.2 8.8 10.2 10.1 10.3 10.0 9.4 9.2 9.9 9.9 9.1 9.4 9.9 9.2 9.0 9.7 9.9 8.9 9.8 9.9 9.0 8.8 8.8 8.9 9.1 10.2 10.1 10.1 10.1 9.8 9.9 10.0 9.8 9.8 9.8 10.1 10.0 10.0 9.99.4 9.5 9.9 9.8 10.7 10.8 10.7 9.4 9.1 9.8 9.8 9.8 9.9 9.9 10.0 10.0 7.5 10.0 9.8 9.7 9.9 10.0 9.9 9.9 10.0 9.8 9.9 10.0 10.0 9.9 9.9 9.5 9.8 10.0 10.0 9.5 9.5 9.4 10.0 10.1 9.4 9.8 10.0 9.9 9.3 9.4 9.9 10.1 9.5 9.6 10.1 11.5 10.0 10.0 9.9 9.7 9.7 10.0 10.6 10.1 8.7 9.1 10.0 9.0 10.310.4 9.7 7.4 9.6 9.9 10.0 10.1 10.0 10.2 10.0 9.8 10.1 9.9 10.1 10.1 10.1 10.0 10.0 9.9 9.9 9.8 9.7 10.1 8.3 9.5 9.7 9.8 9.7 9.4 9.5 9.6 9.9 10.1 10.1 10.2 10.0 9.7 10.4 9.9 10.0 9.5 9.8 9.6 9.7 9.8 9.6 9.2 9.3 9.5 9.3 9.4 9.2 9.2 9.7 10.2 10.0 9.8 10.4 10.2 10.2 10.0 11.0 10.2 10.1 9.8 9.8 9.6 9.6 9.7 9.6 9.7 9.5 9.4 9.3 9.8 9.8 9.9 9.8 9.0 9.2 9.2 9.6 9.4 9.4 9.3 9.4 9.6 9.4 8.8 9.5 9.5 9.2 8.6 8.8 9.6 9.3 9.2 9.3 9.5 9.3 9.2 9.1 9.1 8.8 8.6 8.9 9.1 8.9 9.9 9.6 9.7 9.6 9.7 9.7 8.9 9.1 9.4 9.7 9.5 9.5 9.4 9.3 9.6 9.3 8.7 8.6 8.5 8.8 8.5 8.6 8.6 8.8 8.9 8.7 10.2 8.8 8.6 8.68.5 8.0 8.7 8.9 9.0 8.8 8.9 8.9 8.9 8.7 8.4 8.7 8.8 8.4 8.4 8.4 8.4 8.4 8.3 8.5 8.6 8.6 8.4 8.4 8.2 7.8 8.18.4 8.2 8.2 8.3 8.3 8.0 8.0 7.9 7.9 8.0 7.4 7.9 8.1 7.9 8.2 8.1 8.78.8 8.6 8.7 10.6 7.7 8.3 8.28.6 8.4 8.1 8.7 8.5 8.6 8.5 7.4 7.6 7.4 8.5 8.6 8.5 8.5 8.6 9.0 8.5 8.4 8.7 8.6 8.6 8.5 9.4 8.6 8.9 9.1 9.2 8.79.0 8.9 9.0 9.2 9.9 9.2 9.09.0 9.1 8.9 9.08.9 9.0 8.4 8.7 8.9 10.3 10.2 9.2 9.1 8.5 8.5 8.4 8.4 8.2 8.4 8.4 8.5 8.4 8.6 8.6 8.6 8.5 8.5 8.6 8.6 8.7 8.6 8.7 8.6 9.1 9.2 8.8 9.1 9.1 9.7 9.8 9.2 9.0 8.9 9.0 8.9 9.0 8.9 8.9 8.8 7.9 9.1 9.4 9.3 9.1 9.7 9.8 9.8 9.7 9.6 9.79.5 9.0 9.1 8.48.3 8.2 8.2 9.0 8.9 9.6 9.7 9.3 9.3 9.5 9.4 9.3 9.6 9.4 9.0 9.8 9.9 9.7 9.7 9.7 9.8 9.9 9.9 9.8 9.9 9.9 9.9 10.0 10.3 9.1 9.6 9.2 8.9 9.5 9.9 9.4 9.4 9.8 9.5 9.9 9.89.6 10.1 10.0 10.0 9.79.6 9.7 9.7 9.39.69.39.3 8.9 9.2 9.0 8.8 8.8 8.9 9.0 8.5 8.8 8.4 8.6 8.4 8.2 9.2 8.6 8.6 8.4 8.4 8.3 8.4 8.5 121.2 121.8 8.4 8.5 8.6 8.4 8.4 8.6 8.5 8.5 8.4 8.3 8.6 8.3 8.7 8.78.7 8.7 8.8 8.8 8.7 8.7 8.4 8.48.4 8.5 8.58.4 8.3 8.4 8.7 8.7 8.5 8.5 8.7 8.6 8.6 8.7 8.6 8.5 9.5 8.5 8.5 8.4 8.4 10.1 10.0 10.19.8 9.9 9.9 7.7 7.7 9.4 9.1 9.1 9.1 9.3 9.0 8.9 8.9 8.8 8.8 8.9 8.88.8 8.8 8.8 8.8 8.8 9.3 9.3 9.2 9.2 8.4 8.58.5 8.5 8.5 9.19.1 7.8 7.9 7.9 7.8 7.87.9 7.9 7.9 7.8 7.87.9 7.8 7.7 8.78.6 8.68.6 8.6 8.8 9.7 9.8 9.6 10.0 10.0 10.1 10.0 10.1 10.2 10.2 10.1 9.8 9.7 10.4 10.3 10.2 10.2 10.2 10.1 9.8 9.6 9.6 8.5 8.58.5 7.97.9 7.9 7.8 8.58.4 8.38.5 9.1 9.0 9.0 9.1 8.9 8.9 8.9 8.9 9.1 8.0 8.9 9.2 9.3 9.3 9.3 8.2 8.7 8.6 8.4 8.4 8.0 8.5 8.2 8.0 9.39.3 8.2 8.3 8.38.4 6.7 8.5 9.0 8.98.5 8.5 9.6 9.6 9.69.7 8.6 8.4 8.5 8.6 8.6 8.6 8.6 8.5 8.0 8.5 8.5 8.4 8.4 8.4 8.4 8.3 8.3 8.4 8.3 8.3 8.2 8.1 7.9 FFE = 13.00' NGVD FFE = 9.50' NGVD HAVEN DEV USVI PREPARED FOR CLIENT PAVING GRADING AND DRAINAGE PLAN C-500 © L P R/W LEGEND: NORTH CL HAVEN DEV USVI PREPARED FOR CLIENT PAVING GRADING AND DRAINAGE DETAILS C-501 © VARIES 'C' 12" MIN. 'B' 'C' 'B' 'A' 'F' 'C' 'C' 'A' 'B' 18" MIN. VARIES 'F' 'B' NOTES: NOT TO SCALE PRECAST CATCH BASIN 1 C210 NOT TO SCALE PRECAST CONCRETE TOP SLAB 2 C210 NOT TO SCALE PRECAST STORM DRAINAGE MANHOLE 3 C210 NOT TO SCALE STORM DRAINAGE TOP SLAB 4 C210 PRECAST CONCRETE NOT TO SCALE FRAME AND GRATE DETAIL 5 C210 NOT TO SCALE CONCRETE SIDEWALK DETAIL 7 C210 NOT TO SCALE PAVEMENT SECTION 8 C210 HEAVY DUTY CONCRETE NOT TO SCALE CONCRETE SIDEWALK DETAIL 6 C210 FITNESS CENTER 740 S.F STORAGE 59 S.F MECH. STORAGE LAUNDRY 700 S.F LINEN STOR. 120 S.F EMPLOYEE BREAKROOM 245 S.F DRYER ELEVATOR LOBBY 180 S.F RESTROOM 43 S.F ENGINEERING 252 S.F MANAGER 100 S.F SALES 75 S.F WORK AREA 285 S.F COMPUTER/ PBX 95 S.F CORRIDOR FOOD PREP 360 S.F FRONT DESK MAIN LOBBY 670 S.F STOR. 45 S.F MECH. 45 S.F VESTIBULE 200 S.F KING STAIR# 1 GUEST LAUNDRY 90 S.F LINEN STORAGE 65 S.F KING KING STUDIO KING STUDIO KING KING KING KING KING STAIR# 2 MECH. ROOM 374 S.F POOL STORAGE 100 S.F OUTDOOR POOL 600 SF OUTDOOR POOL SEATING AREA 875 S.F BAR SEATING AREA 3510 S.F STORAGE 120 S.F POOL DECK AREA 1820 S.F TREATS SHOP ELEV# 1 ELEV# 2 UP UP PORTE COCHERE ABOVE ROOF ABOVE PANTRY UNISEX 65 S.F UNISEX 65 S.F POOL EQUIPMENT 120 S.F 6 seats 1 seats WOMEN MEN STORAGE 37 S.F STORAGE 37 S.F MTG. RM STOR. 109 S.F MEETING ROOM 560 S.F PERSONAL NOOK 109 S.F ELECTRICAL ROOM 194 S.F CART 24'-0" UP UP UP 24" CORRIDOR 8 seats 4 seats 4 seats 2 seats 7 seats 4 seats 2 seats 4 seats 4 seats 2 seats 2 seats 4 seats BREAKFAST AREA 1400 S.F 54 TOTAL SEATING 770 SF VISITOR CENTER 27 65 SF MALE R.R. 28 62 SF FEMALE R.R. 29 104 SF BREAK ROOM 30 115 SF OFFICE 31 168 SF LOUNGE 32 69 SF STORAGE 33 19 SF MECH 34 145 SF CORRIDOR 35 8.1 8.2 8.3 8.3 8.4 8.3 8.3 8.4 8.4 8.4 8.4 8.5 9.7 8.5 6.7 9.3 9.0 8.7 8.5 7.8 7.9 7.9 9.6 9.6 9.8 10.4 9.8 10.0 10.1 10.0 10.0 10.0 10.0 8.6 8.6 8.6 8.6 8.4 9.3 9.1 9.4 9.9 9.9 9.5 8.5 8.8 9.2 8.4 8.4 8.6 8.5 8.4 121.8 121.2 8.5 8.4 8.3 9.7 9.7 9.6 9.7 10.0 10.1 10.1 9.8 9.9 9.8 9.9 9.2 9.6 10.3 10.0 9.9 9.9 9.9 9.8 9.9 9.8 9.1 9.3 9.1 9.2 9.6 9.8 9.7 9.3 9.1 9.29.0 9.8 9.7 9.7 8.6 8.6 8.7 8.6 8.6 8.6 8.5 8.5 8.5 8.6 8.4 8.5 8.2 8.4 8.8 8.4 8.2 8.4 8.4 8.7 8.5 8.4 9.1 9.2 10.4 10.2 8.4 8.9 8.9 8.5 8.6 8.5 8.8 8.1 7.9 7.4 7.8 8.2 8.4 8.6 8.6 8.4 8.4 8.4 8.4 FNC 8.8 8.6 9.6 9.0 9.1 9.6 10.2 9.8 9.4 9.6 9.3 9.4 9.4 9.8 9.9 9.8 9.8 9.3 9.4 9.5 9.79.6 9.7 9.6 9.6 9.8 9.89.8 10.1 10.1 10.2 11.0 10.2 9.8 10.0 10.2 9.7 9.9 9.8 9.7 9.6 9.9 9.7 9.8 9.7 9.5 8.3 10.1 9.7 9.8 9.9 9.9 9.8 10.0 10.0 10.1 10.1 10.1 9.9 10.1 10.0 9.8 10.0 10.2 10.0 10.0 9.1 10.6 10.0 10.0 10.0 10.211.5 10.1 10.1 10.4 9.9 9.9 10.0 10.0 9.9 9.9 9.8 9.8 9.8 9.7 9.1 9.4 10.7 10.8 10.7 9.8 9.9 9.2 9.6 9.5 9.4 8.61 8.60 8.73 8.64 8.62 8.67 8.70 PRK.YLLW 12146 8.32 9.07 9.04 9.09 8.82 8.5 8.48 8.47 8.5 8.2 8.3 8.2 8.3 8.2 8.3 8.5 8.5 8.5 8.3 8.4 8.3 8.3 8.3 8.9 8.9 8.9 9.4 9.6 8.9 8.5 8.5 8.3 8.1 8.38.3 8.0 8.5 11.3 8.8 8.8 8.7 9.4 9.1 9.2 9.6 9.5 9.6 9.6 9.7 9.7 9.7 9.1 9.8 FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC FNC 8.2 8.3 8.9 8.9 9.8 9.8 Inlet Grate no access Inlet Grate INV 12" box NE 5.20' INV 12" box SW 5.26' INV 12" box NW 5.22' INV 4" PVC W 5.99' Inlet Grate INV 6" PVC 8.06' Inlet 2" PVC 4" PVC 12" RCP Inlet Grate INV 4" PVC SW 5.99' INV 4" PVC SE 5.99' Inlet Grate INV 16" RCP NW 2.90' INV 12" RCP SE 3.13' 12" RCP 12" RCP 6" Metal 4" PVC MH.CANT.REMOVE.LID 13049 9.17 GRATE.UNDER.FNC.NO.ACCESS 13057 7.96 7.91 4" PVC Inlet Grate INV 6" PVC NW 8.06' INV 6" PVC S 7.98' 12" RCP Inlet Grate INV 12" RCP NW 5.17' INV 12" RCP NE 5.32' INV 6" Metal SW 7.98' Inlet Grate INV 12" BOX 3.84' INV 24" RCP SW 3.95' Inlet Grate INV 12" BOX SE 4.65' INV 12" BOX NE 4.93' 8" PVC 12" PVC 8" PVC 12" RCP 12" RCP 18" RCP Inlet Grate INV 18" RCP NW 3.60' INV 12" RCP SW 3.68' INV 12" RCP SE 3.39' Sanitary Manhole TOP 10.00' INV 12" VCP NW 3.90' INV 12" VCP NE 3.84' INV 12" VCP SW 3.86' INV 6" PVC SE 5.31' Sanitary Manhole TOP 9.64' INV 12" VCP E 2.90' INV 12" VCP SW 3.31' INV 12" VCP NW 3.09' INV 8" VCP NE 3.23' Sanitary Manhole TOP 8.10' INV 8" PVC SE 4.17' INV 8" PVC NW 4.49' Sanitary Manhole TOP 9.77' INV 12" Box SW 3.83' INV 12" Box NE 3.66' Inlet Grate INV 6.92' Inlet Grate INV 6.16' Inlet Grate INV 5.97' Inlet Grate INV 5.51' Inlet Grate INV 5.98' Inlet Grate INV 5.85' Inlet Grate INV 5.50' Inlet Grate INV 12" RCP NW 4.04' INV 12" RCP NE 4.21' INV 12" RCP SE 4.46' R/W L P L P L P L P R/W R/W R/W L P L P L P L P GRATE.UNDER.FNC.NO.ACCESS 11386 7.91 9.0 DRCTN.12".RCP 11450 8.79 8.2 9.1 INVERT.12".RCP 11449 3.39 8.2 8.2 DRCTN.12".TOP.ASPH 11448 8.77 8.2 INVERT.12" 11447 3.49 8.7 DRCTN.18" 11446 8.68 INVERT.18" 11445 3.60 INVERT.12".RCP 11444 3.68 INVERT.12".RCP 11443 0.00 INVERT.12".RCP 11442 5.42 INVERT.8"PVC 11440 2.14 DRCTN.8"PVC 11439 6.82 INVERT.8"PVC 11438 6.11 DRCTN.8"RCP.TOP.ASPH 11437 8.35 INVERT.8"PVC 11436 6.45 DRCTN.8"RCP.YOP.ASPH 11435 7.76 DRCTN.8"RCP.YOP.ASPH 11434 8.61 INVERT.4" 11431 6.94 EC.GRATE 11428 8.58 INVERT.12"RCP 11427 5.77 DRCTN.12"RCP 11421 8.01 INVERT.12"RCP 11420 4.46 DRCTN.12"RCP 11419 8.41 IVERT.12"RCP 11418 4.04 DRCTN.12"RCP 11417 3.48 INVERT.12"RCP 11416 4.21 INVERT.4"PVC 11415 6.76 INVERT.4"PVC 11414 5.81 DRCTN.4"PVC 11413 7.87 DRCTN.4"PVC 11412 8.24 INVERT.4"PVC 11411 5.85 DRCTN.12"RCP.? 11410 8.84 DRCTN.12"RCP 11409 8.48 INVERT.12"RCP 11408 5.69 DRCT.3"PVC 11407 4.82 DRCT.3"PVC 11406 7.96 INVERT.3"PVC 11405 5.99 INVERT.BOX.12"X12" 11403 5.20 INVERT.BOX.12"X12" 11402 5.22 DRCTN.2"PVC 11401 8.59 DRCTN.2"PVC 11400 8.43 DRCTN.2"PVC 11399 7.84 INVERT.2"PVC 11398 7.34 INVERT.12"RCP 11397 5.20 INVERT.12"RCP 11396 5.27 DRCTN.6".TOP.ASPH 11393 5.69 INVERT.6"METAL.PIPE 11391 0.00 INVERT.12"RCP 11389 5.32 DRCTN.6"?TOP.ASPH 11388 9.03 INVERT.6".PVC 11387 8.06 GRATE.UNDER.FNC.NO.ACCESS 11385 7.96 INVERT.16"RCP 11384 2.90 INVERT.16"RCP 11383 3.13 BR.HOLE.8 11382 8.72 EC 11379 7.86 EC 11378 8.01 MH.CANT.REMOVE.LID 11377 9.17 EC 11362 9.61 EC 11361 9.83 DRCTN.24".TOP.RD 11348 9.71 DRCTN.24".TOP.RD 11347 8.77 INVERT.24"RCP 11346 3.95 22.2 26.0 35.3 25.3 10.1 10.1 10.4 10.6 10.5 10.4 10.1 10.2 11.4 10.5 9.6 22.5 32.4 29.0 13.6 8.6 8.4 9.1 8.5 8.5 8.7 8.5 8.5 8.3 9.0 8.5 8.5 8.5 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.8 8.8 9.1 9.1 9.4 8.8 8.7 9.2 9.2 8.6 9.2 8.5 9.2 8.4 9.2 8.9 8.9 9.4 8.6 9.2 10.1 9.0 8.8 8.9 8.6 8.7 8.4 8.2 8.5 8.3 8.4 8.7 8.3 8.2 8.5 8.3 8.3 8.4 8.4 8.4 8.4 8.3 8.1 8.1 8.0 8.0 8.1 8.1 8.0 7.9 8.0 8.1 8.3 8.0 7.9 8.2 8.1 8.1 7.9 8.3 8.2 9.1 9.1 8.9 8.9 9.2 9.2 9.5 9.6 9.6 9.7 9.4 9.4 9.3 9.1 9.2 9.2 9.4 9.4 9.3 9.7 9.6 9.8 9.7 10.0 10.0 10.1 10.2 10.4 10.3 10.3 10.3 10.210.2 10.0 10.0 9.9 9.8 9.7 9.7 9.5 9.5 9.4 9.4 9.1 9.2 8.8 8.8 9.0 9.0 9.2 9.1 9.3 9.4 9.6 9.5 9.6 9.5 9.5 9.5 9.4 9.2 9.0 8.9 8.6 8.5 8.6 8.5 8.4 8.5 8.4 8.3 8.8 9.1 9.5 9.6 9.5 10.6 10.6 10.7 8.3 8.3 9.7 8.6 7.7 10.1 9.9 9.2 9.1 9.6 9.6 9.0 9.6 8.8 8.7 8.6 8.7 9.3 9.1 8.9 9.0 117.0 117.0 8.5 8.5 8.3 8.9 9.0 8.7 9.3 9.0 9.4 9.6 9.6 9.3 9.2 9.1 9.4 8.7 8.8 11.3 11.3 8.2 8.2 8.0 8.28.0 8.1 8.3 8.9 8.3 8.9 8.4 8.3 8.4 9.5 9.6 9.6 9.4 8.9 8.9 8.9 8.8 8.9 9.0 8.5 8.2 8.0 8.1 8.0 8.1 8.9 8.6 8.4 8.5 8.5 8.7 8.3 8.2 8.3 8.3 8.3 8.4 8.1 8.0 8.4 8.5 8.5 8.8 8.8 8.7 8.7 8.7 8.5 8.6 8.68.5 8.6 8.3 8.3 8.3 8.3 8.2 8.3 8.2 8.0 8.2 8.3 0.0 8.3 8.2 8.4 8.5 8.4 8.4 8.5 8.5 8.6 8.5 8.4 8.3 8.4 8.5 8.5 8.6 8.5 8.6 8.6 8.5 8.5 8.4 8.4 8.4 8.5 8.5 8.5 8.7 8.6 8.7 8.7 8.6 8.8 8.7 8.6 8.8 8.6 8.7 8.6 8.5 8.6 8.6 8.6 8.6 8.8 8.7 8.5 8.5 8.5 8.4 8.5 8.5 8.5 8.7 8.5 8.5 8.8 9.0 9.0 9.5 9.6 9.1 9.1 9.8 9.6 9.1 9.1 9.8 9.6 9.1 9.0 9.8 9.3 9.1 8.8 9.0 9.0 8.9 8.9 8.4 8.6 8.6 8.7 8.3 8.7 8.4 8.3 8.6 8.6 8.3 8.2 8.4 8.4 8.4 8.2 8.4 8.4 8.4 8.3 8.2 8.3 8.3 8.2 8.4 8.1 8.1 8.5 8.2 8.4 8.5 8.4 8.4 8.4 8.4 8.3 8.7 8.7 8.6 8.6 8.7 8.7 8.7 8.6 8.6 8.6 8.7 8.7 8.7 8.5 8.7 8.5 8.8 8.8 8.3 8.6 8.1 8.2 8.2 8.1 8.1 8.2 8.2 8.6 9.1 9.0 8.6 8.6 9.1 9.4 8.7 9.2 8.6 8.2 9.0 9.0 8.1 8.3 8.8 9.0 8.5 8.4 8.3 8.2 8.1 8.7 8.9 8.0 8.9 9.1 8.0 8.0 9.1 9.3 8.7 9.3 9.4 8.8 8.9 8.9 9.1 9.1 9.1 9.1 9.2 10.2 10.1 10.1 10.0 10.1 10.2 8.8 10.2 10.1 10.3 10.0 9.4 9.2 9.9 9.9 9.1 9.4 9.9 9.2 9.0 9.7 9.9 8.9 9.8 9.9 9.0 8.8 8.8 8.9 9.1 10.2 10.1 10.1 10.1 9.8 9.9 10.0 9.8 9.8 9.8 10.1 10.0 10.0 9.99.4 9.5 9.9 9.8 10.7 10.8 10.7 9.4 9.1 9.8 9.8 9.8 9.9 9.9 10.0 10.0 7.5 10.0 9.8 9.7 9.9 10.0 9.9 9.9 10.0 9.8 9.9 10.0 10.0 9.9 9.9 9.5 9.8 10.0 10.0 9.5 9.5 9.4 10.0 10.1 9.4 9.8 10.0 9.9 9.3 9.4 9.9 10.1 9.5 9.6 10.1 11.5 10.0 10.0 9.9 9.7 9.7 10.0 10.6 10.1 8.7 9.1 10.0 9.0 10.310.4 9.7 7.4 9.6 9.9 10.0 10.1 10.0 10.2 10.0 9.8 10.1 9.9 10.1 10.1 10.1 10.0 10.0 9.9 9.9 9.8 9.7 10.1 8.3 9.5 9.7 9.8 9.7 9.4 9.5 9.6 9.9 10.1 10.1 10.2 10.0 9.7 10.4 9.9 10.0 9.5 9.8 9.6 9.7 9.8 9.6 9.2 9.3 9.5 9.3 9.4 9.2 9.2 9.7 10.2 10.0 9.8 10.4 10.2 10.2 10.0 11.0 10.2 10.1 9.8 9.8 9.6 9.6 9.7 9.6 9.7 9.5 9.4 9.3 9.8 9.8 9.9 9.8 9.0 9.2 9.2 9.6 9.4 9.4 9.3 9.4 9.6 9.4 8.8 9.5 9.5 9.2 8.6 8.8 9.6 9.3 9.2 9.3 9.5 9.3 9.2 9.1 9.1 8.8 8.6 8.9 9.1 8.9 9.9 9.6 9.7 9.6 9.7 9.7 8.9 9.1 9.4 9.7 9.5 9.5 9.4 9.3 9.6 9.3 8.7 8.6 8.5 8.8 8.5 8.6 8.6 8.8 8.9 8.7 10.2 8.8 8.6 8.68.5 8.0 8.7 8.9 9.0 8.8 8.9 8.9 8.9 8.7 8.4 8.7 8.8 8.4 8.4 8.4 8.4 8.4 8.3 8.5 8.6 8.6 8.4 8.4 8.2 7.8 8.18.4 8.2 8.2 8.3 8.3 8.0 8.0 7.9 7.9 8.0 7.4 7.9 8.1 7.9 8.2 8.1 8.78.8 8.6 8.7 10.6 7.7 8.3 8.28.6 8.4 8.1 8.7 8.5 8.6 8.5 7.4 7.6 7.4 8.5 8.6 8.5 8.5 8.6 9.0 8.5 8.4 8.7 8.6 8.6 8.5 9.4 8.6 8.9 9.1 9.2 8.79.0 8.9 9.0 9.2 9.9 9.2 9.09.0 9.1 8.9 9.08.9 9.0 8.4 8.7 8.9 10.3 10.2 9.2 9.1 8.5 8.5 8.4 8.4 8.2 8.4 8.4 8.5 8.4 8.6 8.6 8.6 8.5 8.5 8.6 8.6 8.7 8.6 8.7 8.6 9.1 9.2 8.8 9.1 9.1 9.7 9.8 9.2 9.0 8.9 9.0 8.9 9.0 8.9 8.9 8.8 7.9 9.1 9.4 9.3 9.1 9.7 9.8 9.8 9.7 9.6 9.79.5 9.0 9.1 8.48.3 8.2 8.2 9.0 8.9 9.6 9.7 9.3 9.3 9.5 9.4 9.3 9.6 9.4 9.0 9.8 9.9 9.7 9.7 9.7 9.8 9.9 9.9 9.8 9.9 9.9 9.9 10.0 10.3 9.1 9.6 9.2 8.9 9.5 9.9 9.4 9.4 9.8 9.5 9.9 9.89.6 10.1 10.0 10.0 9.79.6 9.7 9.7 9.39.69.39.3 8.9 9.2 9.0 8.8 8.8 8.9 9.0 8.5 8.8 8.4 8.6 8.4 8.2 9.2 8.6 8.6 8.4 8.4 8.3 8.4 8.5 121.2 121.8 8.4 8.5 8.6 8.4 8.4 8.6 8.5 8.5 8.4 8.3 8.6 8.3 8.7 8.78.7 8.7 8.8 8.8 8.7 8.7 8.4 8.48.4 8.5 8.58.4 8.3 8.4 8.7 8.7 8.5 8.5 8.7 8.6 8.6 8.7 8.6 8.5 9.5 8.5 8.5 8.4 8.4 10.1 10.0 10.19.8 9.9 9.9 7.7 7.7 9.4 9.1 9.1 9.1 9.3 9.0 8.9 8.9 8.8 8.8 8.9 8.88.8 8.8 8.8 8.8 8.8 9.3 9.3 9.2 9.2 8.4 8.58.5 8.5 8.5 9.19.1 7.8 7.9 7.9 7.8 7.87.9 7.9 7.9 7.8 7.87.9 7.8 7.7 8.78.6 8.68.6 8.6 8.8 9.7 9.8 9.6 10.0 10.0 10.1 10.0 10.1 10.2 10.2 10.1 9.8 9.7 10.4 10.3 10.2 10.2 10.2 10.1 9.8 9.6 9.6 8.5 8.58.5 7.97.9 7.9 7.8 8.58.4 8.38.5 9.1 9.0 9.0 9.1 8.9 8.9 8.9 8.9 9.1 8.0 8.9 9.2 9.3 9.3 9.3 8.2 8.7 8.6 8.4 8.4 8.0 8.5 8.2 8.0 9.39.3 8.2 8.3 8.38.4 6.7 8.5 9.0 8.98.5 8.5 9.6 9.6 9.69.7 8.6 8.4 8.5 8.6 8.6 8.6 8.6 8.5 8.0 8.5 8.5 8.4 8.4 8.4 8.4 8.3 8.3 8.4 8.3 8.3 8.2 8.1 7.9 HAVEN DEV USVI PREPARED FOR CLIENT WATER AND SEWER NOTES C-600 © L P R/W LEGEND: NORTH CL 9' 18' 9' 18' 18' 24' 24' 18' 24' 9' 18' 24' 18' 18' 24'-1" 18' 18' 24' 18' 9' 9' 9' 9' 9' 9' 24' 18' 18' 18' 24'-1" 18' 18' 24' 18' 9' 9' 9' 9' 9' 9' 18' 22'-1" 9' 18' 22' 9' 18' 9' 9' 9' 18' 9' 9' 18' 18' 9' 9' 60'-5" 120'-4" Sanitary Manhole TOP 10.00' INV 12" VCP NW 3.90' INV 12" VCP NE 3.84' INV 12" VCP SW 3.86' INV 6" PVC SE 5.31' Sanitary Manhole TOP 9.64' INV 12" VCP E 2.90' INV 12" VCP SW 3.31' INV 12" VCP NW 3.09' INV 8" VCP NE 3.23' Sanitary Manhole TOP 8.10' INV 8" PVC SE 4.17' INV 8" PVC NW 4.49' Sanitary Manhole TOP 9.77' INV 12" Box SW 3.83' INV 12" Box NE 3.66' 770 SF VISITOR CENTER 27 65 SF MALE R.R. 28 62 SF FEMALE R.R. 29 104 SF BREAK ROOM 30 115 SF OFFICE 31 168 SF LOUNGE 32 69 SF STORAGE 33 19 SF MECH 34 145 SF CORRIDOR 35 R/W R/W R/W R/W GENERATOR TRANSFORMER ENTRY/ EXIT ENTRY/ EXIT DUMPSTER ENCLOSURE 12'-0" 10'-0" FITNESS CENTER 740 SF STORAGE 59 SF MECH. STORAGE LAUNDRY 700 SF LINEN STOR. 120 SF EMPLOYEE BREAKROOM 245 SF DRYER ELEVATOR LOBBY 180 SF RESTROOM 43 SF ENGINEERING 252 SF MANAGER 100 SF SALES 75 SF WORK AREA 285 SF COMPUTER/ PBX 95 SF CORRIDOR FOOD PREP 360 SF FRONT DESK MAIN LOBBY 670 SF STOR. 45 SF MECH. 45 SF VESTIBULE 200 SF KING LINEN STORAGE 65 SF KING KING STUDIO KING STUDIO KING KING KING KING KING STAIR# 2 MECH. ROOM 374 S.F POOL STORAGE 100 SF OUTDOOR POOL 600 SF OUTDOOR POOL SEATING AREA 875 S.F BAR SEATING AREA 3510 S.F STORAGE 120 SF POOL DECK AREA 1820 S.F TREATS SHOP ELEV# 1 ELEV# 2 UP UP PORTE COCHERE ABOVE ROOF ABOVE 3'-0" PANTRY UNISEX 65 SF UNISEX 65 SF 10'-0" POOL EQUIPMENT 120 SF 6 seats 1 seats WOMEN MEN STORAGE 37 SF STORAGE 37 SF MTG. RM STOR. 109 SF MEETING ROOM 560 SF PERSONAL NOOK 109 SF ELECTRICAL ROOM 218 S.F 3'-0" CART 24'-0" UP UP UP 24" CORRIDOR 8 seats 4 seats 4 seats 2 seats 7 seats 4 seats 2 seats 4 seats 4 seats 2 seats 2 seats 4 seats BREAKFAST AREA 1,400 SF 54 TOTAL SEATING CANOPY ABOVE CANOPY ABOVE UP GUEST LAUNDRY 90 SF MICRO TURBINE AREA GAS TANK 5' SIDEWALK SIDEWALK SLOPE SIDEWALK SLOPE DN DN DN DN ENTRY/ EXIT 78'-9" 334'-6" 352'-8" 613'-10" 175' PARKING ON SLOPE PARKING ON SLOPE ENTRY/ EXIT 246'-8" 109'-71 4" PROPOSED BUILDING HIS 71,040 SF 5 STORY (TOTAL HT- 62'11 1/4") 126 ROOMS 112 OVERALL PARKING SPACES 9' 18' 9' 18' 18' 24' 24' 18' 24' 9' 18' 24' 18' 18' 24'-1" 18' 18' 24' 18' 9' 9' 9' 9' 9' 9' 24' 18' 18' 18' 24'-1" 18' 18' 24' 18' 9' 9' 9' 9' 9' 9' 18' 22'-1" 9' 18' 22' 9' 18' 9' 9' 9' 18' 9' 9' 18' 18' 9' 9' 60'-5" 120'-4" Sanitary Manhole TOP 10.00' INV 12" VCP NW 3.90' INV 12" VCP NE 3.84' INV 12" VCP SW 3.86' INV 6" PVC SE 5.31' Sanitary Manhole TOP 9.64' INV 12" VCP E 2.90' INV 12" VCP SW 3.31' INV 12" VCP NW 3.09' INV 8" VCP NE 3.23' Sanitary Manhole TOP 8.10' INV 8" PVC SE 4.17' INV 8" PVC NW 4.49' Sanitary Manhole TOP 9.77' INV 12" Box SW 3.83' INV 12" Box NE 3.66' 770 SF VISITOR CENTER 27 65 SF MALE R.R. 28 62 SF FEMALE R.R. 29 104 SF BREAK ROOM 30 115 SF OFFICE 31 168 SF LOUNGE 32 69 SF STORAGE 33 19 SF MECH 34 145 SF CORRIDOR 35 R/W R/W R/W R/W GENERATOR TRANSFORMER ENTRY/ EXIT ENTRY/ EXIT DUMPSTER ENCLOSURE 12'-0" 10'-0" FITNESS CENTER 740 SF STORAGE 59 SF MECH. STORAGE LAUNDRY 700 SF LINEN STOR. 120 SF EMPLOYEE BREAKROOM 245 SF DRYER ELEVATOR LOBBY 180 SF RESTROOM 43 SF ENGINEERING 252 SF MANAGER 100 SF SALES 75 SF WORK AREA 285 SF COMPUTER/ PBX 95 SF CORRIDOR FOOD PREP 360 SF FRONT DESK MAIN LOBBY 670 SF STOR. 45 SF MECH. 45 SF VESTIBULE 200 SF KING LINEN STORAGE 65 SF KING KING STUDIO KING STUDIO KING KING KING KING KING STAIR# 2 MECH. ROOM 374 S.F POOL STORAGE 100 SF OUTDOOR POOL 600 SF OUTDOOR POOL SEATING AREA 875 S.F BAR SEATING AREA 3510 S.F STORAGE 120 SF POOL DECK AREA 1820 S.F TREATS SHOP ELEV# 1 ELEV# 2 UP UP PORTE COCHERE ABOVE ROOF ABOVE 3'-0" PANTRY UNISEX 65 SF UNISEX 65 SF 10'-0" POOL EQUIPMENT 120 SF 6 seats 1 seats WOMEN MEN STORAGE 37 SF STORAGE 37 SF MTG. RM STOR. 109 SF MEETING ROOM 560 SF PERSONAL NOOK 109 SF ELECTRICAL ROOM 218 S.F 3'-0" CART 24'-0" UP UP UP 24" CORRIDOR 8 seats 4 seats 4 seats 2 seats 7 seats 4 seats 2 seats 4 seats 4 seats 2 seats 2 seats 4 seats BREAKFAST AREA 1,400 SF 54 TOTAL SEATING CANOPY ABOVE CANOPY ABOVE UP GUEST LAUNDRY 90 SF MICRO TURBINE AREA GAS TANK 5' SIDEWALK SIDEWALK SLOPE SIDEWALK SLOPE DN DN DN DN ENTRY/ EXIT 78'-9" 334'-6" 352'-8" 613'-10" 175' PARKING ON SLOPE PARKING ON SLOPE ENTRY/ EXIT 246'-8" 109'-7 1 4" PROPOSED BUILDING HIS 71,040 SF 5 STORY (TOTAL HT- 62'11 1/4") 126 ROOMS 112 OVERALL PARKING SPACES VICINITY MAP N.T.S. Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-1.1 SITE PLAN 1" = 30'-0" 1 SITE PLAN 12'-0" 10'-0" FITNESS CENTER 740 SF STORAGE 59 SF MECH. STORAGE LAUNDRY 700 SF LINEN STOR. 120 SF EMPLOYEE BREAKROOM 245 SF DRYER ELEVATOR LOBBY 180 SF RESTROOM 43 SF ENGINEERING 252 SF MANAGER 100 SF SALES 75 SF WORK AREA 285 SF COMPUTER/ PBX 95 SF CORRIDOR FOOD PREP 360 SF FRONT DESK MAIN LOBBY 670 SF STOR. 45 SF MECH. 45 SF VESTIBULE 200 SF KING LINEN STORAGE 65 SF KING KING STUDIO KING STUDIO KING KING KING KING KING STAIR# 2 MECH. ROOM 374 S.F POOL STORAGE 100 SF OUTDOOR POOL 600 SF OUTDOOR POOL SEATING AREA 875 S.F BAR SEATING AREA 3510 S.F STORAGE 120 SF POOL DECK AREA 1820 S.F TREATS SHOP ELEV# 1 ELEV# 2 UP UP PORTE COCHERE ABOVE ROOF ABOVE 3'-0" PANTRY UNISEX 65 SF UNISEX 65 SF 10'-0" POOL EQUIPMENT 120 SF 6 seats 1 seats WOMEN MEN STORAGE 37 SF STORAGE 37 SF MTG. RM STOR. 109 SF MEETING ROOM 560 SF PERSONAL NOOK 109 SF ELECTRICAL ROOM 218 S.F 3'-0" CART 24'-0" UP UP UP 24" CORRIDOR 8 seats 4 seats 4 seats 2 seats 7 seats 4 seats 2 seats 4 seats 4 seats 2 seats 2 seats 4 seats BREAKFAST AREA 1,400 SF 54 TOTAL SEATING CANOPY ABOVE CANOPY ABOVE 6'-0" 6'-0" 5 29/32" 5 29/32" 5 29/32" 5 29/32" 5 29/32" 1'-0 1/8" 4 7/256" 5 29/32" UP GUEST LAUNDRY 90 SF 246'-8" 109'-71 4" STAIR# 1 Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-2.1 FLOOR PLAN 3/32" = 1'-0" 1 FIRST FLOOR PLAN LINEN STORAGE 71 SF STAIR# 1 TYPICAL ELEC. ROOM 80 SF DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN ELEVATOR LOBBY 125 SF VENDING 68 S.F DOUBLE QUEEN DOUBLE QUEEN KING KING KING KING KING CHUTE ROOM KING KING KING STUDIO KING STUDIO ACCESSIBLE KING (RIS) KING KING STUDIO CORRIDOR CORRIDOR DOUBLE QUEEN ELEV# 1 ELEV# 2 2 STORY SPACE OPEN TO BELOW REFER TO FIRST FLOOR PLAN KING ROOF BELOW LINEN STORAGE 155 SF 36" MIN CLEAR 246'-8" 61'-10" 3'-0" MIN. CLEAR ACC. DOUBLE QUEEN (RIS) 6' 6' PORTE COCHERE BELOW STAIR# 2 Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-2.2 FLOOR PLAN 3/32" = 1'-0" 1 SECOND FLOOR PLAN LINEN STORAGE 155 SF DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN EXTENDED ELEVATOR LOBBY 125 S.F VENDING 68 S.F DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN EXTENDED KING KING KING KING KING CHUTE ROOM KING KING KING STUDIO KING STUDIO ACCESSIBLE KING (TUB) KING KING STUDIO CORRIDOR CORRIDOR ACC. DOUBLE QUEEN (TUB) DOUBLE QUEEN ELEV# 1 ELEV# 2 DOUBLE QUEEN EXTENDED 6' KING 3'-0" MIN. CLEAR 36" MIN CLEAR LINEN STORAGE 155 SF 246'-8" 61'-10" 6' DOUBLE QUEEN EXTENDED STAIR# 1 STAIR# 2 Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-2.3 FLOOR PLAN 3/32" = 1'-0" 1 THIRD FLOOR PLAN LINEN STORAGE 155 SF DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN EXTENDED ELEVATOR LOBBY 125 S.F VENDING 68 S.F DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN EXTENDED KING KING KING KING KING CHUTE ROOM KING KING KING STUDIO KING STUDIO ACCESSIBLE KING (TUB) KING KING STUDIO CORRIDOR CORRIDOR ACC. DOUBLE QUEEN (TUB) DOUBLE QUEEN ELEV# 1 ELEV# 2 DOUBLE QUEEN EXTENDED 6' KING 3'-0" MIN. CLEAR 36" MIN CLEAR LINEN STORAGE 155 SF 246'-8" 61'-10" 6' DOUBLE QUEEN EXTENDED STAIR# 1 STAIR# 2 Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-2.4 FLOOR PLAN 3/32" = 1'-0" 1 FOURTH FLOOR PLAN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN EXTENDED ELEVATOR LOBBY 125 S.F VENDING 68 S.F DOUBLE QUEEN DOUBLE QUEEN DOUBLE QUEEN EXTENDED KING KING KING KING KING CHUTE ROOM KING KING KING STUDIO KING STUDIO ACCESSIBLE KING (TUB) KING KING STUDIO CORRIDOR CORRIDOR ACC. DOUBLE QUEEN (TUB) DOUBLE QUEEN ELEV# 1 ELEV# 2 DOUBLE QUEEN EXTENDED 6' KING 3'-0" MIN. CLEAR 36" MIN CLEAR LINEN STORAGE 155 SF 246'-8" 61'-10" 6' DOUBLE QUEEN EXTENDED STAIR# 1 STAIR# 2 Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-2.5 FLOOR PLAN 3/32" = 1'-0" 1 FIFTH FLOOR PLAN 12'-0" 10'-0" BAR UP UP 3'-0" 10'-0" WOMEN MEN STORAGE 37 SF STORAGE 37 SF 3'-0" 24'-0" UP UP UP 24" CORRIDOR 8 seats 4 seats 4 seats 2 seats 7 seats 4 seats 2 seats 4 seats 4 seats 2 seats 2 seats 4 seats BREAKFAST AREA 1400 SF 54 TOTAL SEATING 6'-0" 6'-0" 5 29/32" 5 29/32" 5 29/32" 5 29/32" 5 29/32" 1'-0 1/8" 4 7/256" 5 29/32" UP 246'-8" 109'-71 4" CONCRETE/ CAST ON SITE Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 MB/HA ST THOMAS, VI SD A-2.6 MODULE PLAN 3/32" = 1'-0" 1 FIRST FLOOR PLAN 9" 36" MIN CLEAR 246'-8" 61'-10" 3'-0" MIN. CLEAR 6' 6' 9" CONCRETE/ CAST ON SITE TYPE 11 435X785 TYPE 10 215X785 CONCRETE/ CAST ON SITE CONCRETE/ CAST ON SITE TYPE 1 435x1387 TYPE 2 215X1387 TYPE 9 455X944 TYPE 8 455X853 TYPE 6 487X1034 TYPE 5 389X851 TYPE 4 389X1034 TYPE 3 452X1706 TYPE 3 452X1706 TYPE 3 452X1706 TYPE 3 452X1706 TYPE 4 389X1034 TYPE 4 389X1034 TYPE 4 389X1034 TYPE 4 389X1034 TYPE 4 389X1034 TYPE 4 389X1034 TYPE 4 389X1034 TYPE 5 389X851 TYPE 5 389X851 TYPE 5 389X851 TYPE 5 389X851 Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 MB/HA ST THOMAS, VI SD A-2.7 MODULE PLAN 3/32" = 1'-0" 1 SECOND FLOOR PLAN 9" LINEN STORAGE 155 SF 6' 3'-0" MIN. CLEAR 36" MIN CLEAR 9" LINEN STORAGE 155 SF 246'-8" 61'-10" 6' 9" CONCRETE/ CAST ON SITE TYPE 11 435X785 TYPE 10 215X785 CONCRETE/ CAST ON SITE CONCRETE/ CAST ON SITE TYPE 1 435x1387 TYPE 2 215X1387 TYPE 9 455X944 TYPE 8 455X853 TYPE 7 389X881 TYPE 6 487X1034 TYPE 5 389X851 TYPE 4 389X1034 TYPE 3 452X1706 TYPE 3 452X1706 TYPE 3 452X1706 TYPE 3 452X1706 TYPE 4 389X1034 TYPE 4 389X1034 TYPE 4 389X1034 TYPE 4 389X1034 TYPE 4 389X1034 TYPE 4 389X1034 TYPE 4 389X1034 TYPE 5 389X851 TYPE 5 389X851 TYPE 5 389X851 TYPE 5 389X851 TYPE 7 389X881 TYPE 7 389X881 Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 MB/HA ST THOMAS, VI SD A-2.8 MODULE PLAN 3/32" = 1'-0" 1 TYPICAL FLOOR PLAN (3RD-5TH) 26'-7 33/128" 12'-1 3/32" 12'-9 19/128" 27'-11 5/128" 3'-0" MIN. CLEAR 26'-8" 16'-0" 16'-8 199/256" 27'-11" Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 MB/HA ST THOMAS, VI SD A-3.1 ENLARGED PLAN 3/8" = 1''-0" 2 QUEEN QUEEN 3/8" = 1''-0" 1 ACCESSIBLE QUEEN QUEEN (TUB) 14'-1 115/128" 14'-9 61/64" 24'-11 53/64" 36" MIN CLEAR 26'-8 3/64" 14'-3 5/64" 14'-11 17/128" 27'-11 53/64" Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 MB/HA ST THOMAS, VI SD A-3.2 ENLARGED PLAN 3/8" = 1''-0" 2 KING 3/8" = 1''-0" 1 ACCESSIBLE KING (TUB) 18'-3" 13'-11 15/64" 21'-4 29/32" 19'-9 1/32" 6'-8 79/128" 3'-0" MIN CLEAR 23'-8 3/64" 15'-0 7/8" 23'-3 1/8" 24'-11 3/64" 7'-3 3/4" Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 MB/HA ST THOMAS, VI SD A-3.3 ENLARGED PLAN 3/8" = 1''-0" 2 KING STUDIO 3/8" = 1''-0" 1 ACCESSIBLE KING STUDIO (TUB) 36" MIN CLEAR 26'-8 3/64" 14'-2 91/256" 14'-10 105/256" 3'-0" MIN. CLEAR 26'-8" 16'-0" 16'-8 199/256" 27'-11" Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 MB/HA ST THOMAS, VI SD A-3.4 ENLARGED PLAN 3/8" = 1''-0" 2 ACCESSIBLE QUEEN QUEEN (RIS) 3/8" = 1''-0" 1 ACCESSIBLE KING (RIS) 3'-0" MIN CLEAR 23'-8 3/64" 15'-0 7/8" 23'-2 103/256" 24'-11 3/64" 7'-3 3/4" Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 MB/HA ST THOMAS, VI SD A-3.5 ENLARGED PLAN 3/8" = 1''-0" 1 ACCESSIBLE KING STUDIO (RIS) GRADING 0'-0" SECOND FLOOR +12'-9 3/4" FIRST FLOOR THIRD FLOOR +23'-5 1/2" FOURTH FLOOR +34'-1 1/4" FIFTH LEVEL +44'-9" ROOF LEVEL +54'-5 1/4" PARAPET 1 +57'-5 1/4" PARAPET 2 +59'-5 1/4" PARAPET 3 +62'-11 1/4" 324.49 CM FLOOR TO FLOOR 321.95 CM MODULE TO MODULE TOILET SLEEPING AREA CORRIDOR ENTRY FOYER SLEEPING AREA 8'-0" 7'-4" 1'-6" 8'-0" 1'-0" 4 1/4" GYP CEILING 4 1/4" GYP CEILING 2 1/4" GYP CEILING 4 1/4" GYP CEILING 4 1/4" GYP CEILING 8'-0" 7'-4" 10'-6 3/4" MODULE TO MODULE 10'-7 3/4" FLOOR TO FLOOR 10-5/8" STRUCTURAL SLAB 1" AIR GAP 5-7/8" STRUCTURAL CEILING 1'-6" 324.49 CM FLOOR TO FLOOR 321.95 CM MODULE TO MODULE TOILET SLEEPING AREA CORRIDOR ENTRY FOYER SLEEPING AREA 8'-0" 7'-4" 1'-6" 8'-0" 1'-0" 4 1/4" GYP CEILING 4 1/4" GYP CEILING 2 1/4" GYP CEILING 4 1/4" GYP CEILING 4 1/4" GYP CEILING 8'-0" 7'-4" 10'-6 3/4" MODULE TO MODULE 10'-7 3/4" FLOOR TO FLOOR 10-5/8" STRUCTURAL SLAB 1" AIR GAP 5-7/8" STRUCTURAL CEILING 1'-6" 324.49 CM FLOOR TO FLOOR 321.95 CM MODULE TO MODULE TOILET SLEEPING AREA CORRIDOR ENTRY FOYER SLEEPING AREA 8'-0" 7'-4" 1'-6" 8'-0" 1'-0" 4 1/4" GYP CEILING 4 1/4" GYP CEILING 2 1/4" GYP CEILING 4 1/4" GYP CEILING 4 1/4" GYP CEILING 8'-0" 7'-4" 10'-6 3/4" MODULE TO MODULE 10'-7 3/4" FLOOR TO FLOOR 10-5/8" STRUCTURAL SLAB 1" AIR GAP 5-7/8" STRUCTURAL CEILING 1'-6" 295.02 CM FLOOR TO FLOOR TOILET SLEEPING AREA CORRIDOR ENTRY FOYER SLEEPING AREA 8'-0" 7'-4" 1'-6" 8'-0" 1'-0" 4 1/4" GYP CEILING 4 1/4" GYP CEILING 2 1/4" GYP CEILING 4 1/4" GYP CEILING 4 1/4" GYP CEILING 8'-0" 7'-4" 10'-6 3/4" MODULE TO MODULE 5-7/8" STRUCTURAL CEILING 1'-6" 9'-8 1/4" FLOOR TO FLOOR 321.95 CM MODULE TO MODULE 54'-5 1/4" 3'-0" 2'-0" 3'-6" 62'-11 1/4" 121.92 CM 10-5/8" STRUCTURAL SLAB 1" AIR GAP 5-7/8" STRUCTURAL CEILING VESTIBULE 8'-6" 2'-6" MAIN LOBBY/ FRONT DESK 2'-2" 9'-0" 2 1/4" GYP CEILING 4 1/4" GYP CEILING CORRIDOR 2'-2" 9'-0" 2 1/4" GYP CEILING WORK AREA 4 1/4" GYP CEILING 12'-8 3/4" NON- MODULE 12'-9 3/4" FLOOR TO FLOOR 390.53 CM FLOOR TO FLOOR 387.99 CM MODULE TO MODULE 4'-0" Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-4.1 SECTIONS 3/16" = 1'-0" 1 SECTION GRADING 0'-0" SECOND FLOOR +12'-9 3/4" FIRST FLOOR THIRD FLOOR +23'-5 1/2" FOURTH FLOOR +34'-1 1/4" FIFTH LEVEL +44'-9" ROOF LEVEL +54'-5 1/4" PARAPET 1 +57'-5 1/4" PARAPET 2 +59'-5 1/4" PARAPET 3 +62'-11 1/4" TOILET SLEEPING AREA CORRIDOR ENTRY FOYER SLEEPING AREA 8'-0" 7'-4" 1'-6" 8'-0" 1'-0" 4 1/4" GYP CEILING 4 1/4" GYP CEILING 2 1/4" GYP CEILING 4 1/4" GYP CEILING 4 1/4" GYP CEILING 8'-0" 7'-4" 10'-6 3/4" MODULE TO MODULE 10'-7 3/4" FLOOR TO FLOOR 10-5/8" STRUCTURAL SLAB 1" AIR GAP 5-7/8" STRUCTURAL CEILING 1'-6" TOILET SLEEPING AREA CORRIDOR ENTRY FOYER SLEEPING AREA 8'-0" 7'-4" 1'-6" 8'-0" 1'-0" 4 1/4" GYP CEILING 4 1/4" GYP CEILING 2 1/4" GYP CEILING 4 1/4" GYP CEILING 4 1/4" GYP CEILING 8'-0" 7'-4" 10'-6 3/4" MODULE TO MODULE 10'-7 3/4" FLOOR TO FLOOR 10-5/8" STRUCTURAL SLAB 1" AIR GAP 5-7/8" STRUCTURAL CEILING 1'-6" TOILET SLEEPING AREA CORRIDOR ENTRY FOYER SLEEPING AREA 8'-0" 7'-4" 1'-6" 8'-0" 1'-0" 4 1/4" GYP CEILING 4 1/4" GYP CEILING 2 1/4" GYP CEILING 4 1/4" GYP CEILING 4 1/4" GYP CEILING 8'-0" 7'-4" 10'-6 3/4" MODULE TO MODULE 10'-7 3/4" FLOOR TO FLOOR 10-5/8" STRUCTURAL SLAB 1" AIR GAP 5-7/8" STRUCTURAL CEILING 1'-6" TOILET SLEEPING AREA CORRIDOR ENTRY FOYER SLEEPING AREA 8'-0" 7'-4" 1'-6" 8'-0" 1'-0" 4 1/4" GYP CEILING 4 1/4" GYP CEILING 2 1/4" GYP CEILING 4 1/4" GYP CEILING 4 1/4" GYP CEILING 8'-0" 7'-4" 10'-6 3/4" MODULE TO MODULE 5-7/8" STRUCTURAL CEILING 1'-6" 9'-8 1/4" FLOOR TO FLOOR 54'-5 1/4" 3'-0" 2'-0" 3'-6" 62'-11 1/4" 10-5/8" STRUCTURAL SLAB 1" AIR GAP 5-7/8" STRUCTURAL CEILING VESTIBULE 8'-6" 2'-6" MAIN LOBBY/ FRONT DESK 2'-2" 9'-0" 2 1/4" GYP CEILING 4 1/4" GYP CEILING CORRIDOR 2'-2" 9'-0" 2 1/4" GYP CEILING WORK AREA 4 1/4" GYP CEILING 12'-8 3/4" NON- MODULE 12'-9 3/4" FLOOR TO FLOOR 4'-0" Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-4.2 SECTIONS 3/16" = 1'-0" 1 SECTION GRADING 0'-0" SECOND FLOOR +12'-9 3/4" FIRST FLOOR THIRD FLOOR +23'-5 1/2" FOURTH FLOOR +34'-1 1/4" FIFTH LEVEL +44'-9" ROOF LEVEL +54'-5 1/4" PARAPET 1 +57'-5 1/4" PARAPET 2 +59'-5 1/4" PARAPET 3 +62'-11 1/4" 62'-11 1/4" 54'-5 1/4" 8'-6" 12'-9 3/4" 10'-7 3/4" 10'-7 3/4" 10'-7 3/4" 9'-8 1/4" 3'-0" 2'-0" 3'-6" 4'-0" 16'-9 3/4" GRADING 0'-0" SECOND FLOOR +12'-9 3/4" FIRST FLOOR THIRD FLOOR +23'-5 1/2" FOURTH FLOOR +34'-1 1/4" FIFTH LEVEL +44'-9" ROOF LEVEL +54'-5 1/4" PARAPET 1 +57'-5 1/4" PARAPET 2 +59'-5 1/4" PARAPET 3 +62'-11 1/4" 62'-11 1/4" 54'-5 1/4" 8'-6" 12'-9 3/4" 10'-7 3/4" 10'-7 3/4" 10'-7 3/4" 9'-8 1/4" 3'-0" 2'-0" 3'-6" 4'-0" 16'-9 3/4" IMAGE LEGEND-EXTERIOR FINISHES 01 02 03 04 BM-CHINE WHITE FINISH-COLOR MARK MTL-BRAND RED METAL ROOF BM-COVENRTY GREY EIFS 05 ACCENT CLADDING BROWN EIFS STONE - HC-169 OC-141 06 EIFS BM-CHAMPION COBALT 2061-20 PAINT 07 BM-GALVESTON GREY AC-27 PAINT 08 BM- GREY OWL 2137-60 09 GREY SLATTED ROOF Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-5.1 ELEVATIONS 3/32" = 1'-0" 1 FRONT ELEVATION 3/32" = 1'-0" 2 RIGHT SIDE ELEVATION 01 02 03 04 05 06 01 02 03 04 05 07 08 09 07 GRADING 0'-0" SECOND FLOOR +12'-9 3/4" FIRST FLOOR THIRD FLOOR +23'-5 1/2" FOURTH FLOOR +34'-1 1/4" FIFTH LEVEL +44'-9" ROOF LEVEL +54'-5 1/4" PARAPET 1 +57'-5 1/4" PARAPET 2 +59'-5 1/4" PARAPET 3 +62'-11 1/4" 62'-11 1/4" 54'-5 1/4" 8'-6" 12'-9 3/4" 10'-7 3/4" 10'-7 3/4" 10'-7 3/4" 9'-8 1/4" 3'-0" 2'-0" 3'-6" 4'-0" 16'-9 3/4" GRADING 0'-0" SECOND FLOOR +12'-9 3/4" FIRST FLOOR THIRD FLOOR +23'-5 1/2" FOURTH FLOOR +34'-1 1/4" FIFTH LEVEL +44'-9" ROOF LEVEL +54'-5 1/4" PARAPET 1 +57'-5 1/4" PARAPET 2 +59'-5 1/4" PARAPET 3 +62'-11 1/4" 62'-11 1/4" 54'-5 1/4" 8'-6" 12'-9 3/4" 10'-7 3/4" 10'-7 3/4" 10'-7 3/4" 9'-8 1/4" 3'-0" 2'-0" 3'-6" 4'-0" 16'-9 3/4" IMAGE LEGEND-EXTERIOR FINISHES 01 02 03 04 BM-CHINE WHITE FINISH-COLOR MARK MTL-BRAND RED METAL ROOF BM-COVENRTY GREY EIFS 05 ACCENT CLADDING BROWN EIFS STONE - HC-169 OC-141 06 EIFS BM-CHAMPION COBALT 2061-20 PAINT 07 BM-GALVESTON GREY AC-27 PAINT 08 BM- GREY OWL 2137-60 09 GREY SLATTED ROOF Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-5.2 ELEVATIONS 3/32" = 1'-0" 1 REAR ELEVATION 3/32" = 1'-0" 2 LEFT SIDE ELEVATION 01 02 03 04 05 06 01 02 03 04 06 07 08 09 Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-6.1 3D VIEWS N.T.S. 1 3D VIEW Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-6.2 3D VIEWS N.T.S. 1 3D VIEW Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-6.3 3D VIEWS N.T.S. 1 3D VIEW Base 4 2901 Clint Moore Rd, #114 BOCA RATON, FL 33496 888.901.8008 www.base-4.com Owner: Seal: HAVEN DEVELOPMENT LLC PROJECT INFORMATION: ISSUE NO. DELTA ISSUE DATE DESCRIPTION CURRENT ISSUE: CURRENT ISSUE DATE: DRAWN BY: CHECKED BY: PROJECT #: SHEET NAME: SHEET NUMBER: CZM PERMIT SET 09/06/2022 B4-260-2201 AZ/HA ST THOMAS, VI SD A-6.4 3D VIEWS N.T.S. 1 3D VIEW REF. 39' - 9" 42' - 2" 3' - 1" 2' - 0" 4' - 8" 2' - 0" 4' - 9" 2' - 0" 5' - 0" 4' - 0" 5' - 0" 8' - 0" 768 SF VISITOR CENTER 27 64 SF MALE R.R. 28 58 SF FEMALE R.R. 29 105 SF BREAK ROOM 30 113 SF OFFICE 31 174 SF LOUNGE 32 66 SF STORAGE 33 19 SF MECH 34 148 SF CORRIDOR 35 7' - 0" 6' - 0" 6' - 8 1/8" 12' - 8 1/2" 7' - 4 1/4" 8' - 11" 13' - 8 3/4" 15' - 0" 5' - 0" 20' - 0" 9' - 0" 12' - 8 1/2" 5' - 0" 20' - 0" 9' - 0 3/8" AV-5.1 1 7' - 4" 5' - 0" 6' - 0" 5' - 0" AV-5.1 2 AV-5.2 1 AV-5.2 2 1 AV-4.1 1 AV-4.1 2 AV-4.1 2 AV-4.1 41' - 10 3/4" 44' - 3 1/2" CONT. METAL GUTTER PRE-FINISHED CORRUGATED METAL ROOFING (COLONIAL RED) METAL RIDGE FLASHING METAL RAKE EDGE FLASHING TYP. Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET No. Description Date 09/06/2022 JTB JTB VISITOR CENTER PARCEL NO. 4 ESTATE THOMAS ST. THOMAS, VI 00802 AV-2.1 VISITOR CENTER FLOOR PLANS 1 CZM PERMIT SET 09/06/2022 HAVEN DEVELOPMENT, LLC 1/4" = 1'-0" 1 LEVEL ONE TOTAL GROSS SQUARE FOOTAGE: 1,650 S.F. 1/4" = 1'-0" 2 ROOF PLAN N N No. Description Date ROOF PLAN 23' - 6" LEVEL ONE 9' - 6" 14' - 0" 6' - 2" ROOF PLAN 23' - 6" LEVEL ONE 9' - 6" 14' - 0" Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET No. Description Date 09/06/2022 JTB JTB VISITOR CENTER PARCEL NO. 4 ESTATE THOMAS ST. THOMAS, VI 00802 AV-4.1 VISITOR CENTER SECTIONS 1 CZM PERMIT SET 09/06/2022 HAVEN DEVELOPMENT, LLC 1/4" = 1'-0" 1 BUILDING SECTION 1 1/4" = 1'-0" 2 BUILDING SECTION 2 No. Description Date ROOF PLAN 23' - 6" LEVEL ONE 9' - 6" 14' - 0" 6' - 2" ROOF PLAN 23' - 6" LEVEL ONE 9' - 6" 14' - 0" 8' - 0" 8' - 0" Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET No. Description Date 09/06/2022 JTB JTB VISITOR CENTER PARCEL NO. 4 ESTATE THOMAS ST. THOMAS, VI 00802 AV-5.1 VISITOR CENTER ELEVATIONS 1 CZM PERMIT SET 09/07/2022 HAVEN DEVELOPMENT, LLC 1/4" = 1'-0" 1 EAST ELEVATION 1/4" = 1'-0" 2 NORTH ELEVATION No. Description Date ROOF PLAN 23' - 6" LEVEL ONE 9' - 6" 14' - 2" 6' - 2" ROOF PLAN 23' - 6" LEVEL ONE 9' - 6" 14' - 0" 6' - 2" 7' - 0" Scale: Project number Date Drawn by Checked by BOSCHULTE ARCHITECTURE, LLC PO Box 303190 St. Thomas, VI 00803 41-42 Kongens Gade St. Thomas, VI 00802 phone: (340) 777-2375 e-mail: info@boschulte.com website: www.boschulte.com AS SHOWN ARCHITECT REVISIONS PROGRESS SET No. Description Date 09/06/2022 JTB JTB VISITOR CENTER PARCEL NO. 4 ESTATE THOMAS ST. THOMAS, VI 00802 AV-5.2 VISITOR CENTER ELEVATIONS 1 CZM PERMIT SET 09.06.2022 HAVEN DEVELOPMENT, LLC 1/4" = 1'-0" 1 WEST ELEVATION 1/4" = 1'-0" 2 SOUTH ELEVATION No. Description Date