HomeMy WebLinkAboutRICHARDS LAKE TO WAVERLY TRANSMISSION LINE - SPAR - 12-08 - SUBMITTAL DOCUMENTS - ROUND 1 - APPLICATION (6)Tri-State Richard Lake to Waverly 115-kV Transmission Line Project
Site Plan Advisory Review Application
Characteristic
-Value
Span between structures: typical maximum
800 feet
Number of structures per mile: with typical range
7-17
Height of structures: typical
65 feet aboveground
Height of structures: typical range
60 feet to 88 feet aboveground
Minimum ground clearance beneath conductor
24 feet
Minimum ground clearance beneath conductor over roads
28 feet
Circuit configuration
vertical
Conductor type and size (circular mils in inches)
477 ACSR 'Hawk' 2617
Shieldwire type and size (inches)
48 fiber optical ground wire, 0.571'
3.2 Modifications to Richard Lake Substation
Planned additions to the Richard Lake Substation include a 52-foot-tall A -frame structure
where the conductors for the new transmission line attach to the substation and a set of line
disconnect switches. These switches help isolate the transmission line from the substation for
maintenance purposes. Additional equipment to be installed includes two circuit breakers on
concrete slab foundations, four switches and associated stands, three current capacitor
voltage transformers (CCVT), and three metering units.
A new deadend (angle) structure will be located immediately north of the substation
fenceline, and a new deadend structure will be located at the northeast corner of the
substation. Thirty-one copies of the plan view (site plan) drawing (labeled RI-101) showing
the proposed modifications to the Richard Lake Substation have been submitted with this
application. The specific locations of each deadend structure could vary depending on final
engineering and design considerations.
Eight copies of the architectural elevations of new structures within the substation fenceline
(labeled RI-102) have been submitted with this application.
10 May 2008
Tri-State Richard Lake to Waverly 115-kV Transmission Line Project
Site Plan Advisory Review Application
3.0 Project Description
Within the city of Fort Collins, Tri-State is proposing to construct 0.4 miles of single -circuit,
three-phase 115-kV overhead transmission line and to modify the existing Richard Lake
Substation to accommodate the new transmission line. This section describes the
characteristics of the transmission line and structures, the required modifications to the
Richard Lake Substation, the construction workforce, and the project schedule.
3.1 Transmission Line Characteristics
The three-phase conductors will be 477-kcmil aluminum conductor steel reinforced (ACSR)
with an approximate diameter of 0.858 inches. The typical configuration would be to support
the conductors with a single wood structure (pole) with the conductors stacked vertically with
a lightning shieldwire placed at the top of the structure. The shieldwire would have an
approximate diameter of 0.571 inches and would contain optical fibers to be used solely for
Tri-State's communication system.
The transmission line will be designed to the more rigid requirements of either the 2007
National Electric Safety Code or RUS Bulletin 1724E-200, Design Manual for High Voltage
Transmission lines. The National Electric Safety Code (NESC) is the industry standard for
design, clearance, maintenance, and operation of high voltage lines, while the RUS Bulletin
provides additional requirements to ensure the quality of the transmission line for lending
purposes. Tri-State intends to borrow money from the U.S. Department of Agriculture's Rural
Utility Service (RUS) to fund the construction of this transmission line. RUS provides loans to
assist rural electric cooperatives with capital improvement projects.
The width of the transmission line right-of-way is determined by considering the voltage,
structure spacing, and the required clearances to buildings (existing or future) that may be
erected adjacent to the transmission line. The 75-foot width ensures that the transmission line
will always be in compliance with the NESC and not be a hazard to the public.
Because the transmission line angle structures will be self-supporting steel poles on concrete
foundations, there will be no need for guy wires and anchors and no additional right-of-way
required where the transmission line changes direction. Characteristics of the transmission
line are shown in Table 1. Map sheets G20-001 and G20-002 show typical deadend
structures and typical tangent structures, respectively.
Table 1:
Transmission Line Characteristics
Characteristic
Value
Voltage
115-kV
Total length
Approximately 7.7 miles
Length in city of Fort Collins
Approximately 0.4 miles
Right-of-way width (varies with specific location and street right-of-way)
Typically 75 feet wide
Span between structures: typical range
400-500 feet
May 2008 9