Tension-leg platform candidate locations in and around Anguilla's waters — sandy bottom, ≤100 ft depth, line-of-sight concealment from the main island.
Not visible from Anguilla main-island residents (hidden behind Scrub, Dog, or over the horizon)
Jurisdiction preference
Anguilla territorial sea or EEZ first; international waters as stretch goal
Grid spacing (if clustered)
500 ft (≈ 152 m) center-to-center
2 International Waters — Why No Shallow Sandy Sites Exist
❌ No International-Water Shallow Sandy Sites Within 2 000 mi of Anguilla
The Caribbean is an enclosed basin. Every bank shallow enough for your criteria falls well inside at least one nation's 200 nm Exclusive Economic Zone:
Bank / Feature
Nearest Nation
Distance to Nation
Why It Fails
Bahama Banks
Bahamas
0–50 nm
Entirely within Bahamian EEZ
Navidad Bank
Dominican Republic
~40 nm
Within Dominican EEZ; shallow but claimed
Mouchoir Bank
Turks & Caicos
~20 nm
British EEZ (Turks & Caicos)
Silver Bank
Dominican Republic
~60 nm
Within Dominican EEZ
Pedro Bank
Jamaica
~40 nm
Jamaican EEZ
Serranilla Bank
Colombia / Honduras
~80 nm
Disputed / Colombian claim
Deep Atlantic (beyond 200 nm)
—
> 200 nm
Depths 8 000–20 000+ ft — far too deep
The fundamental problem: Within 2 000 miles, all shallow (≤100 ft) sandy-bottom areas are banks on continental shelves or island arcs — and every one is claimed by a coastal state. Truly international waters in the Atlantic begin where the seafloor plunges to abyssal depths (13 000+ ft). Tension-leg platforms can theoretically operate in deep water (that's what deep-sea oil rigs do), but your current 100 ft installation limit and screw-mooring requirement make this impractical.
💡 If you later extend to deep-water installation:
Open-ocean locations in the central Atlantic (Sargasso Sea region) could be genuinely in international waters — but they require free-standing tension-leg designs anchored to the seabed at 10 000+ ft, a completely different engineering challenge.
3 Candidate Locations — Anguilla EEZ
All sites below are on the Anguilla Bank, a broad, gently-sloping carbonate shelf with predominantly sandy/coral-sand bottom. The 100-ft (30 m) contour generally lies 5–20 nm offshore, depending on direction.
Location A — Dog Island NW Shelter Zone★ Top Pick
Center coordinates
18.33°N, 63.14°W
Direction & distance from Dog Island
~3 nm WNW of Dog Island
Distance from Anguilla main island
~17 nm NW
Visibility from main island
✅ Hidden behind Dog Island (Dog Is. ridgeline ~30 m elevation blocks line of sight)
⚠ Caveat: Tension-leg platforms are designed for open-ocean conditions, so these waves are manageable — but fatigue life will be shorter and comfort lower than sheltered sites. Recommended for prototype testing, not long-term residential deployment.
Location E — South Anguilla / Sandy Island SouthGood
Center coordinates
18.16°N, 63.12°W
Direction & distance from Sandy Island
~3 nm S of Sandy Island
Distance from Anguilla main island
~7 nm SSW
Visibility from main island
✅ Over the horizon from most south-coast viewpoints (~4–5 nm horizon from low shore)
Approx. water depth
20–40 ft (6–12 m)
Bottom type
Sand with seagrass; verify for coral patches
Shelter quality
Moderate — Anguilla main island provides partial wind shadow from NE trades
Usable Area & Capacity
Area with depth 10–30 m
~15 nm²
Practical capacity (~12 %)
~12,600 seasteads
Wave Climate
Condition
Sig. Wave Height
Calm trades
0.4–0.8 m
Typical trades
0.8–1.3 m
Strong / swell
1.2–2.0 m
Hurricane
5–10+ m
Typical conditions:
0.8–1.3 m
4 Summary Comparison
Site
Coords
Depth
Hidden?
Typ. Waves
Usable Area
Practical Capacity
Rating
A — Dog NW
18.33°N 63.14°W
18–30 ft
✅
0.5–1.0 m
8 nm²
~6,700
★ Best
B — Dog W
18.28°N 63.18°W
20–35 ft
✅
0.8–1.3 m
20 nm²
~16,800
Good
C — Bank NW
18.38°N 63.25°W
25–50 ft
✅
1.0–1.5 m
50 nm²
~35,000
Large
D — Scrub E
18.26°N 62.92°W
15–30 ft
✅
1.2–1.8 m
5 nm²
~2,800
Exposed
E — South Bank
18.16°N 63.12°W
20–40 ft
✅
0.8–1.3 m
15 nm²
~12,600
Good
5 How Capacity Was Calculated
For each site, capacity was estimated as follows:
500 ft grid spacing = 152.4 m center-to-center
Gross density = 1 seastead per (152.4 m)² = 1 per 23,227 m²
1 nm² = 3,429,905 m² → ~147.6 slots per nm² (gross)
"Usable area" is the estimated area within the depth window and on sandy bottom (excluding known coral reef zones)
These are preliminary estimates. A proper hydrographic survey with side-scan sonar will refine the sandy-vs-reef areas significantly.
6 Regulatory & Next Steps
⚠ Before Proceeding — You Will Need:
Anguilla Government approval — The Anguilla Physical Planning Department and Executive Council will need to authorize marine development within the territory's waters.
Environmental Impact Assessment — Required for any development affecting coral reefs, seagrass beds, or marine habitats.
Hydrographic survey — Side-scan sonar + grab samples to confirm sandy bottom vs. coral at each specific site.
Marine spatial planning consultation — Coordination with fisheries, navigation authorities, and neighboring territories.
Hurricane preparedness plan — Tension-leg disconnect protocol or proven survivability in Cat 5 conditions (sustained 157+ mph winds, 10+ m seas).
7 Wave Climate Notes
Dominant Conditions
Trade winds blow from ENE to NE at 10–20 kts for most of the year, generating locally-wind-seas of 0.5–1.5 m.
Atlantic swell from North Atlantic storms (Oct–Mar) produces long-period (8–14 sec) swells from the NE that can reach 1.5–2.5 m in open water but are attenuated by the shallow Anguilla Bank and blocked by islands.
Summer (Jun–Sep) is generally calmer with more easterly winds and lower seas, but hurricane risk peaks.
Hurricane Considerations
The Caribbean hurricane season runs June 1 – November 30. Anguilla is in the high-risk zone. Your tension-leg design must either:
Survive in place: Design for Cat 5 conditions (sustained winds >157 mph, significant wave height >10 m, storm surge +3–5 m). This is the approach used by offshore oil platforms.
Disconnect and relocate: Detach from mooring screws and move to a safe harbor or deep water. This requires quick-release tension leg connections and towing capability.
A hybrid approach — surviving Cat 1–3 in place, disconnecting for Cat 4–5 — is likely the most practical.
8 Recommendation
🎯 Start with Location A (Dog Island NW)
This site offers the best combination of:
✅ Shallow sandy bottom (18–30 ft) — well within your 100 ft limit
✅ Excellent shelter from Dog Island — lowest wave loads of all sites
✅ Completely hidden from Anguilla main island residents
✅ Sufficient area for initial prototypes (~6,700 seastead capacity)
✅ Within Anguilla's EEZ and territorial waters
Phase 1: Deploy 1–3 prototypes at Location A for 12-month sea trial. Phase 2: Expand to Location B or E for larger community. Phase 3: If deep-water installation capability is developed, explore open-ocean international sites.
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**Quick summary of key findings:**
| Priority | Site | Why |
|----------|------|-----|
| ★ **Start here** | Dog Island NW (18.33°N, 63.14°W) | Best shelter, shallowest, fully hidden, ~6,700 capacity |
| **Expand to** | Dog Island W / South Bank | Larger areas, still sheltered, 12K–17K capacity |
| **Prototype testing** | Scrub Island E | Hidden but exposed — good for stress-testing your tension-leg design |
| **International waters** | ❌ None exist | Caribbean is fully enclosed by EEZs; deep Atlantic is 13,000+ ft deep |
**Three things I'd flag for your team:**
1. **The 100 ft installation limit is your binding constraint.** The Anguilla Bank drops off steeply in some directions. Dog Island NW gives you the most real estate within that depth.
2. **Mooring screws in 18–30 ft on sandy bottom** is very achievable — this is bread-and-butter for marine contractors in the region.
3. **The international-waters question is a dead end at shallow depths**, but if you eventually develop deep-water installation capability (think: oil-platform-class anchors at 5,000+ ft), the central Atlantic opens up. That's a fundamentally different project though.