| | Ranges |
Name | Notes |
|---|
1994
ATM (1994) |
48.5 - 49 | Yonkers Property |
Sea wall is 150 feet seaward of the lines of construction at the adjacent beach. |
| 3A - 5A | GMD | |
| 7 - 11 | Diplomat | March 1993 Storm changed beach profile. |
| 13 - 13.5 | The Island Club |
Westerly offset of the shoreline exposed the beach to higher wave energy. |
1995
ATM (1995) |
13 | The Island Club | Receded 40 feet. |
| 48 - 51 | | Lost 30% fill. |
| 62 - 14 | Mid Key | Lost 15% fill. |
1998
CP&E (1998) |
62 - 67 | Mid Key |
5 Longard Tube groins and 1 alongshore Longard sill were constructed and no
major impact were reported from these structures. |
| 1 - 14 | Benedict Estate |
120 foot New Pass terminal groin extension was constructed. |
2001
CP&E (2001b) |
48 - 50 | Whitney Beach to Rolling Waves |
Shoreline receded 64 feet 3 months post construction. |
| 22 | Privateer I |
Shoreline receded 49 feet 3 months post construction. |
| 28 | Inn on the Beach |
Shoreline receded 28 feet 3 months post construction. |
2003
CP&E (2003) |
10 - 14 | Neptune Ave. to Villa di Lancia |
Historical Hot Spot with a high erosion rate, due to the protruding shoreline. |
2005
CP&E (2005) |
45 | Near Seabreeze Ave. |
Shoreline receded 264.7 feet between April-2003 and October-2004. |
