I noticed three power
company engineering utility stakes in the
developer's recently repaired slope support area.
See illustration
on the right:
Wooden Stake
P1 designated the location for a new electric company power pole.
Wooden Stakes
A2 & A3 designated the location for two ground support anchors.
Two Suspension Steel Guy Wires
A2 & A3:
would attach to the New Power
Company Pole P1
to support the load strains of the power company's
pole line system. (Hold the pole/s up straight)
In this particular case:
The distance from the dead end power company pole
P1, (shown),
and the next power pole in series was 530 feet. (This was 30 feet beyond
the Power Company Standard in allowable distance between power; ("Telephone
Poles").
The strain or pull on the Power
Company Poles, ("Telephone Poles"), from a 530 foot aerial span of
high tension power company lines would be of a high factor.
Major Adverse Factor; This slip repair of debris
and topsoil was not
locked into the ground, thus settlement and future movement of the slip
repair area would mean the power company pole/s and anchors would move along
with it.
High Tensioned Power Company Utilities
and Phone Company Utilities are rarely
placed in the area of a legitimately corrected slip, (Outside a DOH engineered
slip repair).
This particular so called "engineered
slip repair" is the most illegitimately concocted commercial slip repair
areas ever encountered.
The average citizen could surmise that this area would not be suitable for
utilities whose structural support is based on the strength of the
ground area.
With the above in mind; there are
Additional Factors:
Other utilities and non-utilities would place their
own guy wires and cables on said power
company poles and anchors. This would have created additional weight and stress factors
in excess of the Power Company Facilities.
All things considered; In this case the Power
Company Pole Line would have simply fell over.
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