For the purposes of this chapter, any applicant for a permit under this chapter shall submit design drawings and supporting engineering documents prepared by a professional engineer licensed by the State of New York to the Department of Engineering Services that include, but are not limited to the following information, as applicable, regarding the structures set forth below that are proposed to be constructed and/or reconstructed:
(A) 
Bulkheads, Groins, Jetties and Breakwaters.
(1) 
The type of hardware proposed to be used, including, dimensions, sizing, material and coatings;
(2) 
The dimensional lumber (e.g., wales, caps, sheathing) proposed to be used, including sizing, wood type and classification, treatment, spacing, joining details (e.g., wale scarf joint);
(3) 
The type of sheathing proposed to be used, including but not limited to, the dimensions, material, manufacturers specifications, if appropriate (e.g., steel, vinyl, fiberglass);
(4) 
The in-situ soils, including but not limited to the elevation of hardpan, bearing capacity;
(5) 
The piles proposed to be used, including the type of material, length, class, tip, butt, treatment, if timber, and manufacturers specifications, if appropriate (e.g., steel, fiberglass);
(6) 
Splice details. Depiction of how proposed structure is to meet with existing adjacent structure;
(7) 
Deadman system, including anchor details (e.g., timber, poured concrete, engineered);
(8) 
Fill; backfill material. The classification of backfill material, whether the backfill material is well graded and/or well draining, and proof of origin of the backfill material;
(9) 
Geotextile filter fabric. The manufacturers specifications for the geotextile filter fabric; and
(10) 
Structural calculations that support the choice of materials and design (e.g., free earth support method for bulkheads).
(B) 
Seawalls (Stone, Concrete, Masonry).
(1) 
In-situ soils, including but not limited to the elevation of hardpan and the bearing capacity;
(2) 
Splice Details. A depiction of how proposed structure is to meet with existing adjacent structure;
(3) 
Deadman System. The anchor details, including timber, poured concrete, engineered;
(4) 
Fill; backfill material. The classification of backfill material, whether the backfill material is well graded and/or well draining, and proof of origin of the backfill material;
(5) 
Geotextile filter fabric. Submission of the manufacturers specifications;
(6) 
Concrete/masonry design:
(a) 
Protection from sea water;
(b) 
Reinforcement; and
(c) 
Joints.
(7) 
Structural calculations that support the choice of materials and design:
(a) 
Factor of safety against overturning;
(b) 
Factor of safety against sliding; and
(c) 
Maximum soil pressure under the base.
(C) 
Piers and Docks.
(1) 
The type of hardware proposed to be used, including the dimensions, sizing, material, coatings;
(2) 
The dimensional lumber proposed to be used (e.g., posts, girders, stringers, decking), including the sizing, wood type and classification, treatment, spacing, and joining details (e.g., fasteners, strapping, frequency, spacing);
(3) 
In-situ soils, including but not limited to the elevation of hardpan and bearing capacity;
(4) 
The piles proposed to be used, including the type of material, length, class, tip, butt, treatment, if timber, and manufacturers specifications, if appropriate (e.g., steel, fiberglass); and
(5) 
Splice Details. A depiction of how the proposed structure is to meet with existing adjacent structure.
(D) 
Floating docks.
(1) 
The type of hardware proposed to be used, including the dimensions, sizing, material, coatings;
(2) 
The dimensional lumber proposed to be used (e.g., posts, girders, stringers, decking), including the sizing, wood type and classification, treatment, spacing, and joining details;
(3) 
Piles. The piles proposed to be used, including the type of material, length, class, tip, butt, treatment, if timber, and manufacturers specifications, if appropriate (e.g., steel, fiberglass);
(4) 
Floatation material. The type of foam or floatation material.
(5) 
Gangways including connection details to bulkhead or pier, handrails and Americans with Disability Act ramps;
(6) 
Anchorage system;
(7) 
Utility hangar and access system; and
(8) 
Decking material, cleat system and connection.
(E) 
Boat Ramps.
(1) 
Cofferdam and dewatering preliminary design sketches;
(2) 
Scour protection;
(3) 
Concrete slab design;
(4) 
Load transfer;
(5) 
Base course for the concrete slab;
(6) 
Fill; backfill material. The classification of backfill material, whether the backfill material is well graded and/or well draining, and proof of origin of the backfill material;
(7) 
Geotextile filter fabric. Submission of manufacturers specifications;
(8) 
Proposed slope. The recommended slope for the boat ramp is 14% recommended; and
(9) 
Traction grooves in the concrete.