Report Abstracts

The survey entailed examination of relevant survey reports, project plans, maps, and site files, and a pedestrian (walk­through) survey of the entire project, occasionally complemented by periodic placement of subsurface tests where needed.

In response to your letter on August 13, 1992 we are submitting an estimate in the amount of $15,104.70 covering 0.248 miles of Base and Surfacing on the above file project.

The Georgia Department of Transportation (GDOT) plans to replace a damaged culvert along State Route (SR) 24 in Bulloch County, Georgia.

The proposed project is an emergency repair that will take place along a 300 foot section of State Route (SR) 54 in Fayette County, Georgia (Figure 1). Recently, there has been a pipe failure under the roadway with a sink hole in the median.

The proposed is an emergency slope repair and work will take place along a 150- foot linear section of State Route (SR) 60 in Lumpkin County, Georgia near Dockery Gap Road (MP 19)(Figure 1). The project is located within the Chattahoochee National Forest.

The proposed project would construct a new railroad siding on the Heart of Georgia Railroad in Emanuel County, Georgia approximately 6.5 km (4 miles) southwest of Swainsboro.

The proposed project is located within the Prater Island Wetland Mitigation Bank in Whitfield county, Georgia (Figure 1). The project consists of maintenance and improvements along approximately 1,020 ft (311 m) of the access road entering the tract from State Route (SR) 286.

The proposed project would construct a new rail spur and associated rail yard along a spur line of the Georgia Southwestern Railroad (Figure 1).

Environmental Corporation of America (ECA) has completed an Archaeological Assessment for the federal undertaking at the subject site.

Edwards-Pitman Environmental, Inc. (EPEI) conducted a Phase I archaeological survey for the widening of State Route (SR) 9 from Windward Parkway to SR 20 in Fulton and Forsyth counties, Georgia (Georgia Department of Transportation [GDOT] P.I. Nos.