This project involved geotechnical exploration and design for two new retaining structures. A 400-foot long anchored bulkhead with a 21-foot vertical exposure was designed to replace an existing bulkhead wall which will become obsolete with plans for dredging near the marina. A 100-foot long cantilever wall with a nine-foot vertical exposure was also designed to improve the storage capacity of the marina.

Client:  CLE Engineering

Bass River Marina
West Dennis, Massachusetts

Client:  CLE Engineering

Glades Sea Wall
Scituate, Massachusetts

A geotechnical analysis was conducted for the 420-foot long by 8-foot high cantilever wall. The analysis included checking the sliding stability, overturning stability, bearing capacity, and global stability of the wall.

Client: CLE Engineering

Horseneck Beach
Westport, Massachusetts

The Horseneck Beach Project involved conducting a subsurface exploration program to determine the geotechnical properties required for the design of two new Bath House Facilities. Design reports were prepared for use by the structural engineer for the project.

Client:   CLE Engineering

Deere & Ault Consultants performed visual inspections in accordance with Massachusetts General Law for 23 dams in eastern Massachusetts. The work included preparing the checklists and Inspection/ Evaluation Reports required by the Office of Dam Safety (Department of Conservation and Recreation).

Client:   Weston & Sampson Engineering

This project involved geotechnical exploration and design for two new anchored bulkhead structures to replace the failed bulkhead and to allow for dredging against the new bulkhead. The new structures include a 300-foot long bulkhead with a 31-foot vertical exposure, and a 500-foot long bulkhead with a 21-foot vertical exposure. The bulkheads were designed for a 1,000 psf surcharge, earthquake loading, earth loads, and tidal changes. Anchorage systems include sheetpiling and tiebacks.

Client:   CLE Engineering