§ 8175-5.12.2. Prior to the construction of any shoreline protective device, the County may require the preparation of an engineering geology report at the applicant's expense. Such report shall include feasible mitigation measures that will be used, the following applicable information to satisfy the standards of Section 8178-4.1, as well as other provisions of the ordinance and Land Use Plan policies:

(a)

Description of the geology of the bluff or beach, and its susceptibility to wave attack and erosion.

(b)

Description of the recommended device(s), along with the design wave analysis.

(c)

Description of the anticipated wave attack and potential scouring in front of the structure.

(d)

Depth to bedrock for vertical seawall.

(e)

Hydrology of parcel, such as daylighting springs and effects of subsurface drainage on bluff erosion rates, as it relates to stability of the protective device.

(f)

Plan view maps and profiles of device(s), including detailed cross-section through the structure.

(g)

Type of keyway, location of tie backs or anchor devices, and depth of anchor devices.

(h)

Bedrock analysis.

(i)

Accessway for construction equipment.

(j)

Use and type of filter fabric.

(k)

Projected effect on adjacent properties.

(l)

Recommendations on maintenance of the device.

(m)

Use of wave deflection caps.

(Ord. No. 4451, § 9, 12-11-2012)