Photo Album OMU 0300336 AIII Daviess County 4242006

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Photo Album OMU 0300336 AIII Daviess County
4-24-2006

• by L. Peyton Adams
• Madisonville Regional Office
• Kentucky Division of Water

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Hillcrest out of service tank showing where the
golf balls hit the paint job.
3
New Bon Harbor tank on the hill above RWRA Max
Rhoades plant
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Overflow and trough with diffusers for energy
break up and rip rap against the tank. Care
should be taken to ensure water does not flow
back toward the foundation of the tank.
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Rubber bladder on overflow is designed to close
when not in use. It extends only a short distance
from the tank. Care should be taken to not let
water run back toward the foundation of the tank.
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Trough from Bon Harbor discharge looking toward
the aeration basins at Max Rhoades RWRA plant.
7
Distribution north sample point for MOR and SCADA
input location.
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Paint job inside Bon Harbor and pressure gauge
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New altitude valve piping and new paint job.
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Pressure gauge underneath the tank
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Ceiling of tank from inside
12
Catwalk up into the tank taken from ground level
inside the tank
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Stephanie Stickler at north MOR chlorine sample
point
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Chlorine DR/890 test equipment at north MOR
sample point.
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Field meters are calibrated and have a monthly
program of reagent checks as part of QA/QC
program.
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Bon Harbor plate at entrance.
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Out of service to be torn down Fourth Street tank
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Base of Fourth Street tank to be demolished that
is out of service
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Paint blisters on outside of Parrish Avenue tank
despite being only a 10 year paint exterior job.
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Piping inside Parrish Avenue tank with condensate
impacts on piping.
21
Control equipment installed inside the building
inside the Parrish tank with recent upgrades in
condensate control efforts.
22
West MOR sample point inside the Parrish Avenue
tank with output to SCADA.
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Parrish Avenue condensate impacts on paint on
piping.
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The pipe opening is unsealed at the base of the
Parrish Avenue tank south side behind the control
building. Daylight and varmints can enter through
the hole.
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Door is not sealing evenly across the bottom and
can allow varmint entry at the gap.
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South exterior view of the unsealed opening at
Parrish Avenue tank
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Parrish avenue plate by entrance door.
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Frederica Street Tank
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Screened overflow has the splash plate draining
back toward the foundation of the tank with some
standing water outside of the tank and inside the
locked fence. Drainage issues have been worked on
in the past extensively. Slope may be a problem
for adequate drainage.
30
Snake with eaten egg beside the screened overflow
beside the splash guard.
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Pressure gauge at tank
32
Frederica Street Tank MOR sample point and SCADA
entry
33
Ceiling of the Frederica Street tank and entrance
that allows changing the lights on the top of the
tank.
34
Hillcrest out of service tank
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Screened overflow of out of service tank. It is
wise to ensure discharges do not splash back
toward the foundation of a tank. Future of this
tank is uncertain.