Bowen, William R.

In compliance with Section 106 of the National Historic Preservation Act of 1966 and amendments thereto, project BRZLB -015(003 ) , Bartow Co ., has been surveyed with respect to archaeological resources, especially those on or eligible for inclusion in the National Register of Historic Places (N

In compliance with Section 106 of the National Historic Preservation Act of 1966 and amendments thereto, project Point Peter Road in Camden County has been surveyed with respect to archaeological resources, especially those on or eligible for inclusion in the National Register of Historic Places

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

In compliance with Section 106 of the National Historic Preservation Act of 1966, the following projects were surveyed with respect to archaeological resources; especially those which may be eligible for inclusion in the National Register of Historic Places (NRHP).

In compliance with Section 106 of the National Historic Preservation Act of 1966 and amendments thereto, project MR-3200 (12), Bibb County has been surveyed with respect to archaeological resources, especially those on or eligible for inclusion in the National Register of Historic Places (NRHP).

In compliance with Section 106 of the National Historic Preservation Act of 1966 and amendments thereto, project BRZLB-217(8), Newton Co., has been surveyed with respect to archaeological resources, especially those on or eligible for inclusion in the National Register of Historic Places (NRHP).

In compliance with Section 106 of the National Historic Preservation Act of 1966 and amendments thereto, project BRZLB-217 (9), Newton County, has been surveyed with respect to archaeological resources, especially those on or eligible for inclusion in the National Register of Historic Places (NRH

31' long x 13.0' wide bridge. Earth end abutments, steel stringers. Wood deck with runners in poor condition. 40' total existing R/W. Replace existing bridge with Triple 8' x 6' concrete bridge culvert at the present location. Existing road to be closed during construction.

105.65 ' x22.3 ' bridge; Existing R-0-W 80 feet. In addition to bridge replacements at Flat Creek and Roaring Branch, replace with a double 10’ x 9’ Bridge culvert. No required Row or detour. Construction easements required on both ends of culvert.

Existing structure is a 30’ long x 15.5’ wide bridge. Earth abutments, steel stringers, wood deck (poor condition). 30’ total existing R/W. Proposed 50’ double + double 10’ X 6’ concrete bridge culvert on existing alignment. Road to be closed during construction.