Site 5 - Culverts, Stuctures, Steel, and More

Site 5 a popular site because it on the way to the other sites and it's closer to shore, only out about 5.4 nm. The site is apporximately 5.4 nm from the Bell Buoy at a heading of 070°, with an average depth of about 65 ft. Visibility may be only 10 feet near low tide because of the proximity to Ponce Inlet; visibility often imporves in the summer before and after cold water upwelling or later in the fall after the hurricanes have passed. Grouper, sea bass, flounder, mangrove snapper, and a variety of colorful soft corals (and many boats) are usually on the site.

V05-11NW3 V05-13N3 V05-11NE3 V05-14NWN3 V05-02NNW5 V05-02ne5 V05-12W3 V05-90C5 V05-02ENE05 V05-12E3 V05-97SW5 V05-11SW3 V05-13S3 V05-11SE3

1990 - Site 5 Concrete/steel From the Old Port Orange Bridge (V05-90C5)
DD MM.MMM: 29°07.180', -080°48.320'
DD.DDDDDD: 29.119667°, -080.805333°
Deposits at this site were started in 1990 with clean material from the old Port Orange bridge.

1997 - Site 5 NSB Bridge Concrete (V05-97SW5)
DD MM.MMM: 29°07.140', -080°48.350'
DD.DDDDDD: 29.119000°, -080.805833°
In 1997, concrete railings from the old New Smyrna Beach bridge were deposited near the center of the site.

2002 - Site 5 NNW Port Orange Bridge Fenders (V05-02NNW5)
DD MM.MMM: 29°07.270', -080°48.360'
DD.DDDDDD: 29.121167°, -080.806000°
2002 - Site 5 NE Port Orange Bridge Fenders (V05-02NE5)
DD MM.MMM: 29°07.251', -080°48.253'
DD.DDDDDD: 29.120850°, -080.804217°
2002 - Site 5 ENE Port Orange Bridge Fenders (V0502ENE5)
DD MM.MMM: 29°07.198', -080°48.223'
DD.DDDDDD: 29.119967°, -080.803717°
In 2002, three barge loads of bridge fenders from the Port Orange bridge were deposited near the center of the site.

2011- Site 5 NW Culverts (V05-11NW3)
DD MM.MMM: 29°07.489', -080°48.657'
DD.DDDDDD: 29.124817°, -080.810950°

2011- Site 5 NE Culverts (V05-11NE3)
DD MM.MMM: 29°07.443', -080°48.102'
DD.DDDDDD: 29.124050°, -080.801700°
In late June 2011, two barge loads of clean culverts were deposited in the northwest and northeast parts of the site. At both locations, the culverts are in two lines approximately 7 feet high and 80 feet long.

2011 - Site 5 SE Culverts (V05-11SE3)
DD MM.MMM: 29°06.919', -080°48.029'
DD.DDDDDD: 29.115317°, -080.800483°
2011 - Site 5 SW Culverts (V05-11SW3)
DD MM.MMM: 29°06.894', -080°48.634'
DD.DDDDDD: 29.114900°, -080.810567°
In early July 2011, two barge loads of clean culverts were deposited in the southeast and southwest parts of the site. At both locations the culverts are in two lines approximately 9 feet high and 80 feet long.

2012 - Site 5 W Culverts (V05-12W3)
DD MM.MMM: 29°07.188', -080°48.635'
DD.DDDDDD: 29.119800°, -080.810583°
On August 7, 2012, a barge load of clean concrete culverts and clean concrete material was deposited in the western part of the site. The material is in two lines approximately 6 feet high and 80 feet long.

2012 - Site 5 East Culverts (V05-12E3)
DD MM.MMM: 29°07.168', -080°48.030'
DD.DDDDDD: 29.119467°, -080.800500°
On August 24, 2012, a barge load of clean concrete culverts was deposited in the eastern part of the site. The material is in two lines approximately 5 feet high and 80 feet long.

2013 - Site 5 North Deposit (V05-13N3)
DD MM.MMM: 29°07.475', -080°48.308'
DD.DDDDDD: 29.124583°, -080.805133°
On July 12, 2013, a barge load of clean concrete culverts and material was deposited in the northern part of the site. The material is approximately 16 feet high.

2013 - Site 5 South Deposit (V05-13S3)
DD MM.MMM: 29°06.884', -080°48.311'
DD.DDDDDD: 29.114733°, -080.805183°
On July 22, 2013, a barge load of clean concrete railroad ties was deposited in the southern part of the site. The material is approximately 9 feet high.

2014 - Site 5 WNW Deposit (V05-14NWN3)
DD MM.MMM: 29°07.360', -080°48.555'
DD.DDDDDD: 29.122667°, -080.809250°
On September 29, 2014, a barge load of 461 tons of clean concrete culverts, structures and utility poles were deposited in the WNW part of the site. The material is approximately 12 feet high and the depth is approximately 65 feet.