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Site
Considerations:
Whenever
possible, site selection should avoid areas where flooding or
ground water pressure can occur. The lining "bottom"
should be well above the water table. If the site selected is
in an area where organics are in the soil, or if gases can be
generated by chemical reaction, the design must allow for venting. |
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The
lining system will only be as good as its supporting structure.
Care
should be taken to match the right lining material with local
site conditions.
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Surface
Preparations:
Surfaces should be level and free of all sharp rocks (all
rock and stone greater than .05 diameter), objects, vegetation
and stubble. (Soil
sterilization may be necessary to kill roots and certain types
of grasses.)
The
subgrade surface should provide an unyielding foundation for
the geomembrane with no sharp or abrupt changes or break in
grade. Proper
compaction assures stability and support of the liner.
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This
lakes's bottom is well-prepared. The surface is compacted, smooth,
and free if sticks and rocks that could puncture the liner.
These steps ensure that the liner will function as designed. |
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Controlling
Groundwater and Surface Moisture:
Standing
water, mud, snow - any excessive moisture - is counterproductive
for liner deployment and field seaming.
One
method for controlling groundwater is to develop a French
drain system under the lining system that allows the water
to flow laterally under the lining without floating the lining.
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A
good design for an underdrain is to pipe it through to the outside
of the lake into a gravel sump. This allows the sump to run
continuously during construction. |
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Slopes:
Side slopes should be no steeper than 3:1 whenever feasible.
Contact CLI directly when site specifications or conditions
differ.
Slopes
are usually hand-raked to achieve proper smoothness.
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The
lining system will only be as good as its supporting structure.
Care
should be taken to match the right lining material with local
site conditions.
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Receipt
of Liner and Materials:
Liner panels can be fabricated into large sheets to minimize
field seaming. These large panels are first accordian folded,
then rolled up on a core and strapped to a wooden pallet.
Each pallet can be unloaded and transported by field fork
equipment of sufficient capacity.
It
is recommended that the liners panels' protective covering
not be removed until installation and that any uncovered panels
be stored out of direct sunlight.
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Liner
is shipped accordian folded and rolled onto a core, banded
and notated.
The
adhesives, solvents, pipe boots and other items are generally
shipped with the panels.
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Liner
Deployment:
Sandbags
(or similar ballast) are required to keep the panels in place
during installation, exposed or covered - a minimum of 25
bags per panel.
All
PVC liner should be covered with 12" of clean fill material
as it is installed, working from the bottom to the top.
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Liner
is shipped accordian folded and rolled onto a core, banded
and notated.
The
adhesives, solvents, pipe boots and other items are generally
shipped with the panels.
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Anchor
Trenches:
To secure the edges of the lining in an earthen pit, an "anchor
trench" is dug. Anchor trenches are approx. two
foot wide by two foot deep (2' x 2') and one foot back from
the crest of the berm (standard trench dimensions and depth
vary according to project design.)
Dirt
removed should be raked out flat on the far side of the trench,
away from the pit, to be used to backfill after the liner
edges are laid out in the anchor trench, while allowing the
panels to be unrolled along the berm.
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Slightly
rounding corners of the trench avoids sharp bends in the geomembrane.
The trench itself needs to be free of loose soil and rocks.
Always
take dirt to the outside of the trench.
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Site
Structures:
Structures, piping, concrete, drains, and any associated work
should be completed prior to lining installation.
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All
piping, and retaining walls should be selected to work in
tandem with the lining material chosen.
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Panel
Placement:
Take time when unloading and placing rolls of lining to avoid
damage. Verify the location of a panel or sheet before unrolling
and placement to avoid improper alignment.
Sandbags
(or similar ballast) are required to keep the panels in place
during installation - a minimum of 25 bags per panel.
Care
should be taken to avoid wrinkles in the seam areas and around
mechanical attachments.
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It
takes considerable manpower to deploy a liner. It is "pulled"
but not stretched. Minor wrinkles insure the liner is installed
in a relaxed condition.
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PVC
Field Seaming:
Pre-fabricating panels at our facility into essentially
larger panels reduces the amount of field seaming a project
requires. (Fabrication seaming is performed under controlled
conditions and the seams are fully tested.)
The
most commonly used field welding process with PVC is solvent
welding, which is very similar to welding pipe and basically
melts the adjacent panels together.
Now,
with advanced technology in field welding, wedge welding is
providing excellent seam properties and reproducible welds
and is faster and cleaner than solvents.
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CLI's
use of wedge welders that apply heat and pressure to form
a homogenous weld are becoming the state-of-the-art.
CLI
has all the necessary welding equipment, along with certified
technicians to install your project.
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Pipe
Boots:
A pipe boot is a "sleeve" that allows mechanical
piping to be placed as needed without destroying the integrity
of the liner.
An
undersized hole is cut in the center of the sleeve, stretched
over the pipe, creating a flange of material. Wrap pipe 12"
and tie into flange of material. Stainless stell clamp sleeve
to pipe.
Pipe
boots can be pre-made to your liner type and outer-diameter
pipe specifications. Shipped with the liner to your site,
this step reduces field installation time.
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Panels
around piping penetrations are cut with rounded corners to
prevent tear propagation.
90-degree
and slope boots are also available.
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Edge
Treatment
As
with all lining used in water applications, care should be
taken to design a good edge transition from water to surrounding
terrain. A
safety bench and edge treatment are recommended.
The
edge materials chosen, regardless of type (rock rip rap, concrete
edge etc.) should work in tandem with the geomembrane.
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Many
projects utilize a safety bench designed at 3' below the operating
surface. This bench solves several potential problems.
As
the name implies, it allows someone who may fall into the
water an area on which to stand and exit and it also
creates an aesthetically pleasing finish.
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Disclaimer:
These guidelines are for informational purposes only and are intended
as illustration or general information only and are not intended as
a guarantee or warranty. Colorado Lining International assumes no
responsibilities in connection with the use of this information. |
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