Document ID: EPA-HQ-OW-2002-0068-0213
Agency: epa
Document Type: Supporting & Related Material
Title: 
Posted Date: 2006-01-06T05:00Z

View
of
well
and
location
from
the
northern
slope.
According
to
a
company
representative,
the
location
size
has
not
been
reduced
because
the
well
still
needs
to
be
tubed.
Silt
fence
barrier
preventing
some
of
the
sediment
transport
off­
site.
Location
where
silt
fence
needs
to
be
repaired.
Previous
location
of
mud
pit
was
on
this
sideslope..

Mud
pit
location
Tree
pile
and
creek
flow
path
towards
catchment
basin
on
west
side
of
location.

Creek
flow
path
Catchment
basin
Picture
7.
Taken
southwest.
Lease
road
near
bridge.
Grading
done.

Water
is
cloudy
from
soil
runoff.
No
cover
on
slopes
along
road.
Picture
2.
Taken
north.
Northeast
corner
of
pad.
Erosion
rills
in
drainage
trench
with
hay
bales
as
velocity
dissipater.
Trench
continues
down
hill
to
the
north.
Hill
cut.
The
backside
of
this
hill
has
also
been
removed,
leaving
a
a
small
strip
of
trees
on
top.
Photo
taken
south.
Photo
taken
north.
Erosion
on
north
slope
of
pad
into
a
nearby
creek.
Photo
taken
north.
This
is
a
lease
road
running
on
the
west
side
of
the
well
pad.
The
north
and
south
drainage
creeks
run
into
the
north
flowing
creek.
Again,
note
how
the
creek
is
attempting
to
run
over
the
road.
Note
also
how
the
pad
encroaches
on
the
creek.
Overview
of
drilling
location
with
a
view
to
the
northeast.
Western
edge
of
the
mud
pit
constructed
for
the
location.
Silt
fence
surrounding
perimeter.
Western
slope
of
the
location.
This
is
the
resulting
cut
bank
for
the
hillside
removed
to
generate
fill
material.
Lease
road
view
east.
This
slope
needs
some
stabilization
to
reduce
the
risk
of
erosion
into
the
stream
channel.
I
recommended
that
they
grade
this
slope,
or
stabilize
with
rip­
rap
and
seed.