📄 Extracted Text (3,687 words)
Minor Land Development Permit Application
For Improvements To
Little St. James Island
Parcel A
Applicant:
L.S.J., LLC
P.O. Box 870
St. Thomas, Virgin islands
March 22, 2010
EFTA01114737
Minor Land Development Permit Application
For Additions to Little St. James Island, VI - Parcel A
March 22, 2010
INTRODUCTION
The purpose of this Minor Land Permit Application is to address the construction of
accessory buildings and landscape improvements by the owner of Little St. James Island. It
is the desire of the owner of LSJ to construct improvements which will be part of the existing
single family compound including:
A.1 - A Swimming Pool & Cabana
A.2 - A Tennis Court
A.3 - A Music Room
1.0 Applicant:
L.S.J., LLC
Little St. James Island
6100 Red Hook Quarter A2-7
St. Thomas, USVI 00802
2.0 Location: Little St. James — Parcel A
2.01 Vicinity Map (see attached)
2.02 Parcel Map (see attached)
3.0 Project Description, Components & Environmental Site
Considerations
3.01 Al - A Swimming Pool & Cabana — Parcel — A (See Exhibits A.2-A.51
The proposed 25' x 70' swimming pool and associated cabana will be located
on the northwestern corner of Little St. James. The pool and cabana will be
located outside the required 50' CZM setback line and will be at an elevation
of approximately +30.0'. The pool will be surrounded by a corral stone paved
deck. There will be 2,000 square foot cabana on the east end of the pool and
will include a living space, restroom and pool equipment room. Total site
footprint will be approximately 6,500 square feet.
Sitework — The existing site is a grass lawn, native stone walls and a grove of
coconut palms. Required Sitework for the pool & cabana will encompass
earthmoving, grading, paving, building construction, hardscape construction
and landscaping. The stormwater runoff from the new development will have
a negligible impact on the environment. Stormwater drainage will be directed
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to vegetated bio-retention swales and forebays to minimize sedimentation
runoff.
Temporary Drainage & Erosion Control — Excavation for the patio and
landscaping will be performed with backhoes and hand labor. During
construction the bare soils will be encircled with erosion control silt fencing.
Erosion control devices will be checked daily and immediately after heavy
rains to ensure proper function. All disturbed soils will be landscaped and
stabilized.
Storm Water Controls & Mitigation — Storm water from the roof of the new
structure will be collected in a cistern and will be used for replenishing the
swimming pool water level. The runoff from the paved areas will be directed
to several grass vegetated forebays within the landscaped areas adjacent to the
building area where it will be allowed to percolate into the soil. The
remainder of the runoff from the site will sheet flow to the ocean to mimic
existing runoff patterns. There is a negligible increase in runoff and thus no
flooding concerns as the eventual discharge is to the ocean.
Sewage Disposal — The new building will have all sewage flow discharged
through a prepackaged hydro-action disposal system which consists of a pre-
treatment tank (septic tank), treatment plant, pump tank and turtle drip
subsurface dosing system. The location of the disposal zone is located so as
to satisfy the requirements of the USVI handbook on onsite sewage
treatment systems. The drip irrigation disposal zone will be located within the
surrounding low landscaped earth mounds.
Water — Potable water will be supplied from the existing reverse osmosis plant
and will be stored in new cisterns.
Construction activities starting with the installation of silt fencing and
demolition is scheduled to begin in May 2010 pending approvals.
3.02 A.2 - Tennis Court — Parcel — A (See Exhibits A.6 & A.7)
The proposed tennis court and associated landscaping will be constructed
slightly northwest of the existing gym fitness structure. The court will be a
regulation 60'x 120' size and will be surfaced with natural colors. Native
stone retaining walls and native landscaping will allow the tennis court to
blend in with the natural surroundings. There will also be an open air stone
pavilion in the colonial architectural style consistent with the other new
structures on LSJ.
Total site footprint: 8,000 sq.
SiteWork — The court will be depressed into the sloped bank so that tennis
play will be protected from the winds. Native stone walls will encircle the
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court and create a more naturalistic setting. Additional native landscaping
will reinforce the design. A small stone open-air tennis shelter will be
constructed on the side of the court to offer sun and rain protection.
The runoff from the new development will have a negligible impact on the
environment. The amount of storm water flow off the site will essentially
match the existing development condition.
Temporary Drainage & Erosion Control — Excavation for the tennis court
complex will be performed using backhoe excavators and hoe rams as needed
for rock excavation. The excavation will be as limited as practical to install
the tennis court and walls. During construction the bare soils will be encircled
with erosion control silt fencing. Erosion control devices will be checked
daily and immediately after heavy rains to ensure proper function. .
Stormwater drainage will be directed to vegetated bio-retention swales and
forebays to minimize sedimentation runoff.
Construction activities for the Tennis Court, starting with the installation of
silt fencing and selective grading is scheduled to begin in May 2010
pending approvals.
3.05 A.3 - Music Room - Parcel A (See Exhibits A.8 & A.91
The proposed 1,800 square foot music room will be constructed on the
southwestern tip of Little St. James and will overlook the distant Frenchman's
Cap Island. The single music room will be a simple structure and will
function as a living area. The room will be placed on the site approximately
140' landward of the coast line at an elevation of approximately +138.0'
above sea level. The music room will be accessed by way of a narrow 10'
trail.
Total site footprint: 3,500 square feet
Site — The site is located within Parcel A and is on the southwestern end of
LSJ. The new construction will consist of grading, paving, building
construction and landscaping. The runoff from the new development will have
a negligible impact on the environment. The amount of water flow off the site
will essentially match the existing development condition.
Temporary Drainage & Erosion Control — Excavation for the structure will be
performed using backhoe and hoe rams as needed for rock excavation. The
excavation will be as limited as practical to install the structure. During
construction the bare soils will be encircled with erosion control silt fencing.
Erosion control devices will be checked daily and immediately after heavy
rains to ensure proper function.
Storm Water Controls & Mitigation — Storm water from the roof of the new
structure will be collected in a cistern and will be used for irrigation. The
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runoff from the paved areas will be directed to several grass vegetated
forebays within the landscaped areas adjacent to the building area where it
will be allowed to percolate into the soil. The remainder of the runoff
from the site will sheet flow to the ocean to mimic existing runoff patterns.
There is a negligible increase in runoff and thus no flooding concerns as the
eventual discharge is to the ocean.
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Little St. James
Lot Coverage Calculation
Parcel A — Total Area 36.7 Acres
Proposed Structures Area
A-1 Pool & Cabana 6,500 SF
A-2 Tennis Court 8,000 SF
A-3 Music Pavilion 3.500 SF
Total Proposed Structures 18,000 SF
Existing Structures
A-4 'Fib Hut 1,400 SF
A-5 Fitness Gym 1,890 SF
A-6 Dive Beach Pavilion
650 SP
A-7 Nature Observation Cabana 250 SF
Total Existing Structures 4,190 SF
Total Proposed & Existing Structures -Lot Occupancy Coverage
22,190 SF (0.50 Acres)
Open Space Area & Percentage
36.2 Acres (98.6%)
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Little St. James
CZM Minor Land Permit Application
Environmental Assessment March 22, 2010
INTRODUCTION
At the request of the staff of the Coastal Zone Commission LSJ, LLC, the owner of Little St.
James Island (LSJ) has commissioned this study to confirm that no future development can or
will have a substantial, adverse impact on the existing environment of LSJ.
EXECUTIVE SUMMARY
Little St. James is a small privately owned island located about one mile off the southeast coast
of St. Thomas and is approximately 71.5 acres in size. The coordinates of the island are 18 18'
06" N, 64 49' 37" W. Little St. James is and has been developed as a residential compound for
almost 2 decades. It contains single family residential structures, accessory uses, a trail system
and associated utilities. Its sole owner is committed to further development only to the extent of
expanding the residential compound for personal use and expanding its water generation
facilities for personal use and maintaining the vegetation.
LSJ is divided into three lots or parcels and is shown on Exhibit A. Parcel A is comprised of
36.7 acres, Parcel B is 23.0 acres and Parcel C is 11.8 acres for a total of 71.5 acres. Parcels A &
B are very sparsely developed with most of the main house compound within Parcel C, including
a main house with an accessory staff house and associated mechanical workshops for standby
generators and an R/O complex which generates water.
The existing conditions of the island have been evaluated thoroughly in two reports which have
been previously submitted. The first is a comprehensive survey of plant, animal and related
conditions by Dr. R.B. Burbidge, PH.D., B. Sc. And the second is a detailed hydrological study
by William McComb in conjunction with the Maguire Group.
The findings of these reports demonstrate that:
• No evidence of antiquities or significant archeological remnants.
• Limited rare or endangered species existing on-island.
• Existing erosion control methods are adequate but will be improved upon.
• Future development will cause minimal impact to the natural environment of the island.
• Stormwater run-off controls are adequate and functioning.
• Existing vegetation plantings and landscaping is controlling erosion & sedimentation.
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EXISTING CONDITIONS
Climate & Weather
Little St. James island is located southeast of St. Thomas. The climate on LSJ is closely related
to the climate on St. Thomas. The climate throughout the USVI is maritime tropical, generally
consisting of fair weather and steady easterly trade winds. Mean air temperatures range between
76 F and 82 F throughout the year. The highest temperatures occur in August or September and
the lowest are in January or February. The highest average daytime temperature in the warmest
months is about 88 F, and in the coolest months it is in the low 80's. Nighttime lows are usually
in the mid 70's during the warmest months and in the high 60's during the cooler months.
Rainfall amounts vary with topography, and increase at higher elevations. The wettest period
generally is from September to November, and the driest period is from January to June. 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 to the
northwest.
The area experiences 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. Hurricanes occur most frequently between
August and mid-October with their peak activity occurring in September. Hurricane winds may
exceed well over 74 mph and significantly affect the area. The annual probability of a hurricane
is one in sixteen years. Since 1989, the Virgin Islands have been impacted by Hurricane Hugo
1989, Hurricanes Luis and Marilyn in 1995 and Hurricanes Bertha and Hortense in 1996. No
hurricanes passed the Virgin Islands in 1997. Hurricane Georges passed close to St. Thomas on
September 21, 1998. Hurricane Lenny, a Category 4 hurricane, impacted St. Croix on November
17, 1999. Hurricane Lenny developed very late in the season and approached the islands from
the southwest.
Landform, Soils, Geology & Drainage
The USVI are located 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. That 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 active volcano to the USVI is Saba
and lies 100 miles to the east and last erupted in 1636.
The island of Little St. James is relatively hilly with the maximum elevation of 142 feet above
sea level. The shoreline of the island is irregularly shaped and approximately 2.2 miles long.
The soils of the island are classified into six different soil classifications. The main series of
soils are Redhook, Solitude, Salt Flat and Southgate.
The Redhook series soils are predominantly located along the 2.2 miles of shoreline. Redhook
soils are classified as being excessively drained soils on vegetated beaches. The soils formed in
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alkaline marine deposits. Slopes range from 0 to 5 percent. Typical composition of the Redhook
soils is extremely stony sand, mild slopes, rubbly, and rarely flooded. These soils have low
natural fertility and have a slight hazard of erosion. (NRCS 2007)
The Solitude series soils are located throughout the island and are mainly located in association
with the Redhook series near saline conditions. These soils are classified by gravelly fine sandy
loam, with a 0 to 2 percent slope, which frequently is flooded. The natural fertility of these soils
is low to moderate with a slight hazard of erosion. (NRCS 2007)
The Salt Flats soils are located on the western side of the island with the associated salt pond.
These soils are unvegetated areas of saline flats, saline marshes and salt ponds. The area is prone
to ponding and flooding resulting from gut flow, marine tides and storm surges. The soils are
very deep and poorly drained. The areas are strongly saline and are frequently ponded for long
periods of time. (NRCS 2007)
The Southgate series of soils are located throughout the islands and compose all of the upland
soils on the island. These soils are classified as Southgate Rock outcrop complex with varying
slopes from 12% - 60% depending on the soil type and the location on the island. The steepest
slopes are located in the SrF soils located on the western and southern portions of the island with
slopes from 40% - 60%. These soils are typically volcanic hills and mountains, composed of
very gravelly, stony, or rubbly surface layer. The natural fertility is moderate with a severe
erosion hazard, and no flooding. (NRCS 2007)
The islands topography and drainage patterns are broken into several drainage watershed areas.
Each of the proposed improvements will include detail site plans and drainage improvements
which will direct the stormwater runoff into bio-retention swales and drainage forebays so as to
minimize stormwater runoff.
Fresh Water Resources
On island freshwater resources are limited. The owner of the island has incorporated other
methods to collect and treat freshwater for personal use, irrigation and household needs. The
island produces fresh water from three sources: a ground-water well, ocean intake for reverse
osmosis and rainwater collection in cisterns. Based on the capacity of these three systems, the
water requirements for the island home will be adequately handled.
Vegetation
The vegetation and species composition of the island is typical of an east-facing, semi-arid
Caribbean island and closely resembles the vegetation found on the east end of St. John and St.
Thomas. There are approximately 100 native species present on the island. One species is listed
on the Federal or Territorial Endangered Species list, and because of its habitat on steep sloping
grassland and rocky outcrops, it is under no immediate threat. The island has never been
occupied by grazing animals and is also free of some of the invasive exotic plant species
(Burbidge 2007).
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Rare and Endangered Species
One rare or endangered species exists on the island and is located in areas which cannot be built
on. This species is an indigenous endangered species which is not federally listed. It is a species
of orchid, Teiramicra canaliculata. This orchid is common on select sections of Little St. James,
usually in association with the grass Uniola virgata where it grows epiphytically among the
leaves and culms of the grass. The species thrives in areas which are steep, grass covered, or
rocky hillsides.
Wetland Areas
Two wetland areas exist on the island in addition to the coastal areas. These wetland areas are
located on the north and western sides of the island. These areas consist of a small brackish
pond on the north side of the island and a large salt pond on the western side of the island.
The northern pond is located in a small depression between the beach and the foot of the hill.
The pond is an ephemeral storm water retention pond that collects run-off from the surrounding
hills. This pond becomes dry several times a year, however on isolated occasions waves do wash
into the pond and the salt concentration is maintained, varying with the collection of rainwater.
The salinity has been measured and indicates that the pond is classified as brackish water.
Vegetation surrounding this pond is sparse.
The western pond is a large salt pond separated from the bay by a cobble beach. It holds
seawater year round and contains red, white and black mangroves. The mangrove fringe while
not being very dense does offer habitat benefits. Three sides of the pond are bordered by hills
and therefore some natural upland erosion has caused some sedimentation deposits into the pond.
The pond also receives run-off from the gut that runs nearby.
Existing Structures
Currently there are several existing structures on the island making up the residence and its
accessory uses. The structures include a Main House with three guest rooms, Master Bedroom,
Office Pavilion, Staff Cottage, Mechanical Building, Wood Shop, Gym, Beach Hut, Tiki Hut and
several small open thatched cabanas. The main house, office pavilion and mechanical building
are all going through various stages of construction under previously obtained permits.
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EFTA01114747
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EFTA01114748
In EXISTING STRUCTURES PROPOSED ACCESSORY
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EFTA01114749
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EFTA01114751
SCALE: A.4-POOL CABANA EAST ELEVATION
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EFTA01114752
SCALE: - A.5-POOL CABANA WEST ELEVATION
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EFTA01114753
EFTA01114754
`TENNIS COURT •
FF +72.0'
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Open Tennis Cabana
Native Stone
Retaining Walls Fence
Finished Grade
+72'
Native Stone
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Salk:: 1" /0'
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EFTA01114757
CORRAL STONE
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FF 138.0'
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A.9-PROPOSED MUSIC PAVILLION-FLOOR PLAN
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AREA: 2,000 FT2
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METAL-DOMED ROOF
NATIVE STONE WALL
FF ELEV. +138.0'
SCALE: 1/8" = A.10-PROPOSED MUSIC PAVILLION-
SOUTH ELEVATION
LITTLE ST. JAMES
0' 8' 16' U.S. VIRGIN ISLANDS
ℹ️ Document Details
SHA-256
e7049869e4586bad6751ac8e2138fc76686bcc9606073c1a4c5dfc89f84b4eed
Bates Number
EFTA01114737
Dataset
DataSet-9
Document Type
document
Pages
22
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