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3 COLLECTION SYSTEM FACILITIES
3.1   COLLECTION SYSTEM
The City's collection system service area (Figure 3-1) is approximately 7.5 square miles and services 24,275 connections, of which there are 22,714 residential, and 1,561 non-residential connections.
Figure 3-1:
Existing Service Area Map
 
The collection system contains 365 miles of pipeline ranging in diameter from 8 inches to 36 inches, 7,039 manholes, and three private pump stations (Figure 3-2). Over the years the existing collection system has been constructed of various pipe materials that were typically used at the time of construction. The following table (Table 3-1) and figures (Figure 3-3 and Figure 3-4) summarize and illustrate the pipe materials and installation year of pipe within the collection system. A large-scale figure of each of these maps can found be in Appendix A.
Table 3-1:
Pipe Material and Installation Year Collection System Summary
 
Pipe Material
Installation Year
CIPP
7,182 ft
Prior to 1970
52,636 ft
Clay
207,465 ft
1970-1989
457,763 ft
Concrete
387,300 ft
1990-1999
386,473 ft
HDPE
16,360 ft
2000-2009
314,362 ft
PVC
939,176 ft
2010-Current
150,764 ft
Slip Lined
3,323 ft
 
It should be noted that the full 365 miles of pipeline is not included in the summary data above. Within the reference data that was used to calculate the lengths above, various segments of pipe were not labeled with a material or date of installation. Therefore, additional analysis should be completed by the City to determine the exact numbers to supplement the information in the table above.
Figure 3-2:
Existing Collection System Based on Pipe Size
 
Figure 3-3:
Existing Collection System Based on Pipe Material
 
Figure 3-4:
Existing Collection System Based on Installation Year
 
The collection system conveys flow from the west side of the City at the base of the Oquirrh Mountains by gravity to the eastern City boundary on the west side of the Jordan River. The pipelines in the original areas of the City are constructed primarily of vitrified clay pipe (VCP) and some concrete pipe. Pipelines in roads and subdivisions built after the late 1970s are constructed primarily of plastic pipe. The primary trunk sewer, which transports wastewater to the SVWRF at 7495 South 1300 West, is a 48-inch diameter pipeline running south to north on the west side of the Jordan River bottoms. City trunk lines with discharge meters at the primary trunk sewer are located at 7000 South, 7800 South, 8050 South, and 9000 South. Other metering locations are shown on the Service Area Map in Appendix A.
3.2   LIFT STATIONS
The City does not currently operate or maintain any public lift stations, as the only prior City- owned lift station at 1220 West 8660 South was removed in 2011 and replaced with a gravity flow sewer system in 1220 West. In 2012, there were three existing private lift stations located at 1) Navigator Park on Airport Road and 6800 South, 2) the former 84 Lumber site on Airport Road and 6600 South, and 3) Spring Hollow Subdivision at Triumph Lane and 7000 South. In recent years, the City completed a gravity sewer flow pipe system in Airport road and connected it to the newly constructed sewer pipe across the South Valley Regional Airport to eliminate private lift station 1 described above. The Spring Hollow lift station will remain in place indefinitely as the discharge outfall is lower than the trunk line pipe at the east end of the City.