CanClay and L'R' Chapman site visits with Jimmy Estes 61902 Hancock County

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Can-Clay and L.R. Chapman site visits with Jimmy
Estes6-19-02 Hancock County

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

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Dal-Tile pond where the upper silt basins flow to
eventually looking from the dam at the primary
discharge pipes. N37-53-36.3 W86-50-44.8. Flow
leaves this area and crosses Oak Road prior to
the landfill gate.
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Wetland species filtering the old Dal-Tile pond
water from active sites upstream of pond drainage.
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Can-Clay sludge pit near where hydrated soil is
being dozed with a fall deadline. N37-53-52.2
W86-50-49.4
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Upstream view of the pit near the dozer work.
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This blue lake is dewatered with a pump to the
silt pond at N37-53-43.4 W86-51-2.3. Clay is
going to be removed after the dewatering from its
bottom. Flows can leave the silt basin then when
its not raining.
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The blue lake to be dewatered by pump prior to
silt basin on Can-Clay.
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Silted pond flowing downstream from the blue lake
at N37-53-43.4 W86-51-2.3
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Discharging silt pond below sawdust piles and
blue lake flowing on a day its not raining to the
stream. Silt load is high within the pond.
Operator may elevate berm height or clean out
pond depending upon DSMREs desires.
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L.R. Chapman silt basin 046-9505 1 is at
N37-54-5.5 W86-50-57.2
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Flowing water by silt basin.
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L.R. Chapman pond by logging road impacts on pipe
in dam. N37-54-5.5 W86-50-57.2
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Pipe in dam where logging skids impacted the pipe
at L.R. Chapman 1 silt basin.
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Next L.R. Chapman silt pond over the hill
draining toward cattle field viewed from
N37-54-10.9 W86-50-47 that Mr. Estes thinks is 2.
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Silt pond by cattle field over the hill from the
previous and below the active pit with a sediment
load inside. 3 has N37-54-10.9 W86-50-44.3 from
this site. Operator wanting to add additional
pretreatment ponds upstream of this one to reduce
the sediment loading.
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Influent to the pond below the working pit and
its pretreatment ponds effluent end. Viewed from
N37-54-10.9 W86-50-44.3
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Panning to the right this is the working pit face
that drains to the pretreatment pond in
foreground for L.R. Chapman.
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Panning to the right the area past the trees is
where Mr. Estes would like to add another
pretreatment pond in series based on silt load at
the pond by the permit line.
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Silt pond draining to Dot Esters property below
the active pit at N37-54-7.7 W86-50-35.2 vantage
point looking down the valley.