Alabama Inshore Public Reefs
Coordonnées GPS pour la pêche
Les lieux ci-dessous sont principalement des récifs artificiels et des épaves. Cliquez sur un lieu sur la carte pour voir sa description et ses coordonnées, ou faites défiler la liste pour consulter tous les détails. Vous pouvez aussi consulter les prévisions de marées, les périodes solunaires et les meilleures heures de pêche en cliquant sur le bouton Marées et périodes solunaires de chaque lieu. L’application TidesPro pour iPhone, iPad et Mac propose aussi des coordonnées de pêche avec le service Premium. Vous pouvez les consulter gratuitement ici, sur ce site financé par la publicité.
Carte des points
Cliquez ou touchez un marqueur pour en savoir plus sur ce point.| Format des coordonnées : | | | ||||
|---|---|---|---|---|
| Point Nom | Description | Profondeur | Latitude | Longitude |
| Battles Wharf Reef |
Concrete pipe and rubble placed inside old pier pilings and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Profondeur: 5 ft [1] Marées et périodes solunaires |
5 ft | 30° 29' 38" N | 87° 55' 55" W |
| Bayou Cour Reef |
Limestone and concrete rubble rip rap along outer ring with # 57 limestone, #4 limestone, and #2 limestone inside Structure: Inshore # of Modules: 1 Year: 2011 Zone: Inshore Profondeur: 5 ft [1] Marées et périodes solunaires |
5 ft | 30° 17' 57" N | 87° 48' 26" W |
| Bayou St. John Reef |
Concrete pilings and Rubble and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 2005 Zone: Inshore Profondeur: 11 ft [1] Marées et périodes solunaires |
11 ft | 30° 17' 34" N | 87° 31' 58" W |
| Bender - Austal Reef |
Concrete pipe and rubble encircling oyster cultch material and 3"x6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Profondeur: 7 ft [1] Marées et périodes solunaires |
7 ft | 30° 31' 42" N | 88° 2' 57" W |
| Brookley Hole Reef |
Concrete pipe and rubble (since filled with dredge spoil by USACE) Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Profondeur: 25 ft [1] Marées et périodes solunaires |
25 ft | 30° 37' 42" N | 88° 3' 5" W |
| Buddy Beiser Reef |
Concrete pipe and rubble placed around abandon barge and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Profondeur: 9 ft [1] Marées et périodes solunaires |
9 ft | 30° 35' 15" N | 87° 56' 52" W |
| CCA Alabama Pelican Bay Reef |
80 eco-reef modules placed in clusters of 3-4 modules(each module consists of 3 concrete/limestone discs (4.5’ diameter) on a fiberglass piling extending 4-5’ above the seabed); 100 roadway culverts (10’ - 24’ diameter) placed in middle portion of reef Structure: Inshore # of Modules: 80 Year: 2017 Zone: Inshore Profondeur: 14 ft [1] Marées et périodes solunaires |
14 ft | 30° 14' 19" N | 88° 6' 25" W |
| Choctaw Pass Reef |
Concrete pipe and rubble and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Profondeur: 4 ft [1] Marées et périodes solunaires |
4 ft | 30° 39' 52" N | 88° 1' 13" W |
| Dell Williamson Reef |
Concrete block and oyster cultch material placed inside old pier pilings and 3"x6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 1991 Zone: Inshore Profondeur: 6 ft [1] Marées et périodes solunaires |
6 ft | 30° 36' 13" N | 87° 54' 59" W |
| Denton Reef |
900 prestressed concrete roof slabs encircling oyster cultch material; Enhanced with 1075 tons of limestone aggregate placed in four 0.36-ac plots in the northern portion of the reef (2018) Structure: Inshore # of Modules: 1 Year: 1997 Zone: Inshore Profondeur: 10 ft [1] Marées et périodes solunaires |
10 ft | 30° 24' 32" N | 88° 3' 59" W |
| EXMOB 63-AB |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Profondeur: 12 ft [1] Marées et périodes solunaires |
12 ft | 30° 17' 31" N | 87° 59' 44" W |
| EXMOB 76-A |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Profondeur: 13 ft [1] Marées et périodes solunaires |
13 ft | 30° 15' 18" N | 88° 3' 8" W |
| ExxonMobil: Alex Maisel Memorial Reef |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Profondeur: 13 ft [1] Marées et périodes solunaires |
13 ft | 30° 17' 46" N | 88° 2' 40" W |
| Fish River Reef |
2300 linear ft concrete bridge piling around permiter of oyster half-shell and #57 limestone aggregate Structure: Inshore # of Modules: 1 Year: 1995 Zone: Inshore Profondeur: 7 ft [1] Marées et périodes solunaires |
7 ft | 30° 19' 45" N | 87° 49' 49" W |
| Fort Morgan Barge |
Pilings placed around the perimeter of a sunken barge Structure: Inshore # of Modules: 1 Year: 2004 Zone: Inshore Profondeur: 15 ft [1] Marées et périodes solunaires |
15 ft | 30° 14' 0" N | 88° 1' 14" W |
| Heggeman Reef |
52 eco-reef modules placed in clusters of 3-4 modules (each module consists of 3 concrete/limestone discs (4.5’ diameter) on a fiberglass piling extending 4-5’ above the seabed) Structure: Inshore # of Modules: 52 Year: 2017 Zone: Inshore Profondeur: 12 ft [1] Marées et périodes solunaires |
12 ft | 30° 16' 60" N | 88° 17' 13" W |
| LEGACY 615-1 |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Profondeur: 12 ft [1] Marées et périodes solunaires |
12 ft | 30° 16' 50" N | 87° 59' 6" W |
| LEGACY 615-3 |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Profondeur: 12 ft [1] Marées et périodes solunaires |
12 ft | 30° 16' 1" N | 87° 58' 26" W |
| LEGACY 615-4 |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Profondeur: 11 ft [1] Marées et périodes solunaires |
11 ft | 30° 17' 17" N | 87° 57' 20" W |
| LEGACY PLATFORM |
3" X 6" limestone aggregate placed around gas production platforms Structure: Inshore # of Modules: 1 Year: 2003 Zone: Inshore Profondeur: 10 ft [1] Marées et périodes solunaires |
10 ft | 30° 16' 49" N | 87° 58' 5" W |
| Lynn Dent Boykin Reef |
Concrete pipe and rubble and #2 limestone aggregate Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Profondeur: 9 ft [1] Marées et périodes solunaires |
9 ft | 30° 16' 23" N | 88° 5' 46" W |
| Mississippi Sound Reef #1 |
Initially 1,202 tons of 3" X 6" limestone aggregate ;Enhanced with 1550 tons of limestone aggregate (3"x6") (2018) Structure: Inshore # of Modules: 1 Year: 2013 Zone: Inshore Profondeur: 6 ft [1] Marées et périodes solunaires |
6 ft | 30° 14' 10" N | 88° 17' 36" W |
| Mississippi Sound Reef #2 |
Initially 2164 tons of 3" x 6" limestone aggregate; Enhanced with 2500 tons of limestone aggregate (3"x6") (2016); Enhanced with 11400 tons of limestone aggregate (3"x6") (2018) Structure: Inshore # of Modules: 1 Year: 2013 Zone: Inshore Profondeur: 7 ft [1] Marées et périodes solunaires |
7 ft | 30° 14' 25" N | 88° 16' 23" W |
| Mississippi Sound Reef #3 |
1,443 tons of 3" X 6" limestone aggregate distributed throughout the reef at initial construction Structure: Inshore # of Modules: 1 Year: 2013 Zone: Inshore Profondeur: 6 ft [1] Marées et périodes solunaires |
6 ft | 30° 14' 43" N | 88° 14' 30" W |
| Ono island Reef |
Concrete piling and rubble-Red claybrick from NAS Pensacola; roadway culverts (18") and concrete manholes covers were added in clusters Structure: Inshore # of Modules: 1 Year: 2005 Zone: Inshore Profondeur: 11 ft [1] Marées et périodes solunaires |
11 ft | 30° 18' 10" N | 87° 29' 24" W |
| P. Grey Cane, Jr. Reef |
Concrete pipe and rubble placed circular config with oyster half-shells and #57 limestone aggregate cultch material inside Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Profondeur: 7 ft [1] Marées et périodes solunaires |
7 ft | 30° 27' 28" N | 87° 55' 56" W |
| Point Clear Reef |
3" x 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 2016 Zone: Inshore Profondeur: 11 ft [1] Marées et périodes solunaires |
11 ft | 30° 27' 58" N | 87° 57' 42" W |
| Rockpile |
Limestone rip rap in single row along northern boundary; roadway culverts (18", 24", 30"), concrete jucntion boxes, manhole covers, and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 2011 Zone: Inshore Profondeur: 9 ft [1] Marées et périodes solunaires |
9 ft | 30° 20' 1" N | 87° 29' 55" W |
| Ross Point Reef |
Concrete pilings, bridge rubble and bridge spans Structure: Inshore # of Modules: 1 Year: 2005 Zone: Inshore Profondeur: 13 ft [1] Marées et périodes solunaires |
13 ft | 30° 19' 26" N | 87° 30' 40" W |
| Shellbank Reef |
2300 linear ft concrete bridge piling around permiter of oyster half-shell and #4 limestone aggregate Structure: Inshore # of Modules: 1 Year: 1995 Zone: Inshore Profondeur: 7 ft [1] Marées et périodes solunaires |
7 ft | 30° 15' 43" N | 87° 51' 41" W |
| Shrimpboat Reef |
Concrete pipe and rubble placed around abandoned Shrimpboat Hull; Enhanced with 1250 tons of limestone aggregate (3"x6") Structure: Inshore # of Modules: 1 Year: 1999 Zone: Inshore Profondeur: 9 ft [1] Marées et périodes solunaires |
9 ft | 30° 18' 20" N | 88° 16' 24" W |
| Upper Wreck Reef |
Abandon barge and shrimpboat w/concrete rubble placed around perimeter and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 2006 Zone: Inshore Profondeur: 5 ft [1] Marées et périodes solunaires |
5 ft | 30° 23' 14" N | 87° 53' 7" W |
| Weeks Bay Reef |
1,034 cubic yards of oyster half-shells Structure: Inshore # of Modules: 1 Year: 2014 Zone: Inshore Profondeur: 4 ft [1] Marées et périodes solunaires |
4 ft | 30° 22' 50" N | 87° 49' 58" W |
| Zundel Landing |
300 yds concrete block placed in and around old pier pilings and 3" X 6" limestone aggregate Structure: Inshore # of Modules: 1 Year: 1995 Zone: Inshore Profondeur: 4 ft [1] Marées et périodes solunaires |
4 ft | 30° 28' 20" N | 87° 55' 35" W |