Program Delivery Plan

SECTION 5. NORTH BASIN PROJECTS
Gravity segment 080-00011 to PS 80 begins at Manhole 080-00011, which is located in a
drainage path north of Kleinpeter Road between its intersections with St. Peter Avenue and
St. Claude Avenue. The segment travels south to PS 80, which is on Kleinpeter Avenue.
Forcemain segment PS 38 to PS 38DS runs from PS 38, located at the south end of Constance
Street, in an easterly direction through a servitude that parallels Desoto Drive to manhole PS
38DS, located near the intersection of Rebecca Lynn Avenue and Hallmark Drive.
Forcemain segment PS 244FM to PS 244DS begins at PS 244, located on General Chennault
Drive, near the Baton Rouge Metropolitan Airport, and follows General Chennault Drive
south for approximately 1,195 feet. At this location, the forcemain turns west and runs
through an open field, crosses Veterans Memorial Blvd, and continues west through an open
field to Edwin Street. The force main runs south on Edwin Street until it is just south of North
Lark street where it runs west underneath I-110 and continues west midway between North
Lark Street and Lark Street crossing Wilbur street. At the end of Lark street the force main
turns south and crosses Scotlandville Lateral and continues along the south side of
Scotlandville lateral in a northwest direction until the west side of the Chevron gas pipeline
ROW. At the west side of the gas pipeline ROW the force main runs south for approximately
434 ft. The force main then turns west and terminates at manhole 044-00118, located near the
intersection of Jones Street and Robin Drive.
Forcemain segment PS 63FM to PS 63DS starts at PS 63, located on Georgia Street, in between
Groom Road and Harding Street, and runs south along Georgia Street for approximately 115
feet to its termination point at manhole PS 63DS.
Scope
This project includes approximately 9,400 feet of 12-inch, 24-inch, 27-inch, 30-inch, and 42-
inch gravity sewer upstream of PS 45, approximately 2,600 feet of 12-inch, 15-inch, and 21-
inch gravity sewer upstream of PS 127, approximately 2,300 feet of 12-inch, 18-inch, and 24-
inch gravity sewer upstream of PS 44, approximately 1,500 feet of 12-inch, and 15-inch
gravity sewer upstream of PS 244, and approximately 330 feet of 15-inch gravity sewer
upstream of PS 80. This project also includes replacement of forcemains from PS 38, PS 244,
and PS 63. Table 5-2 shows the detailed scope of this project.
TABLE 5-2
NGS-C-0002 (Plank Road – Kleinpeter Road Sewer Area Upgrades) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
045-00039 045-0026 3,160 12 24
045-00026 045-00020 840 12 & 18 24
045-00020 045-00007 2,600 18 27
045-00007 045-00001 1,500 18 30
045-00001 PS 45 65 18 42
045-00043 045-00020 1,200 8 12
PS38DS 127-00020 100 8 12
127-00020 127-00015A 970 8 & 12 15
GNV31031158552.DOCX/103470004 5-12 JANUARY 2011
REV. 5