This technical report examines a series of factors related to potential demand for public charging locations and provides a listing of suggested Chittenden County locations to further explore EV charging with property owners.

The Town of Shelburne obtained transportation planning assistance from the Chittenden County Regional Planning Commission (CCRPC) to complete a scoping process for alternatives to improve the area around the intersection of US Route 7 / Harbor Road / Falls Road. Stantec Consulting Services Inc. was contracted by the CCRPC to develop this scoping report. The scoping process includes working with a project committee, soliciting public input, establishing the project purpose and needs, evaluating alternatives, and seeking endorsement of a preferred alternative.

As of November, 2011, Bridges 2.40, 4.02 and 4.12 rate sufficient for freight car weights up to and including 315K without speed restriction on an infrequent basis. 263K and 286K freight traffic may be operated on a regular basis (including unit trains), provided trains with 286K cars not exceed 25 mph over bridge 4.12. 315K freight traffic may be operated on a regular basis (including unit trains), provided trains with 315K cars not exceed 10 mph over bridge 4.12, or 25 mph over bridge 4.02.

The purpose of this investigation was to conduct a structural assessment of the existing bridge, summarize its condition and determine appropriate repair options. On site assessment included sounding the soffit of the concrete arch as well as obtaining concrete cores for laboratory testing. Alternatives presented in this report are potential solutions for addressing concerns about the structural degradation of the existing arch bridge.

The Town of Huntington owns and maintains Main Road, running from the Richmond Town Line to the Buel’s Gore Line. This study documents a roadway condition evaluation of Main Rd to assess the costs for the town maintainance in the short (5 year) and long term (20 year) time frames. The document summarizes the inventory, geotechnical borings, maintenance history, estimated repair and maintenance costs, and proposed maintenance strategies.

After Action Report of the 2011 Tropical Storm Irene

Pavement condition study for the Town of Williston covering the year 2010-2011.

At the request of the Town of Colchester, CCRPC conducted three traffic counts in the vicinity of River Road & Red Oak Drive, at the location of a crash incident which occurred during August of 2011

2011 Review of multi-way stop warrants for the Woods Hollow Road & Phelps Rd. intersection, and Woods Hollow Rd. & Maple Tree Lane. The 2009 MUTCD Multiway Stop criteria are not met.

The purpose of the Crescent Connector Scoping Study is to develop and evaluate design alternatives for a new local road (Crescent Connector) connecting VT 2A (Park Street) and VT117 (Maple Street) in the Village of Essex Junction. The Crescent Connector will intersect with VT 117 at Railroad Street thus providing access to VT 15 (Main St) as well. The purpose of the Crescent Connector road is to provide additional connectivity in the Village thereby decreasing traffic volumes at the congested Five Corners intersection. It will also provide opportunities for redevelopment in the area by providing access to currently under-developed parcels.