WAC 173-160-381
What are the standards for
decommissioning a well? Any well which is unusable,
abandoned, or whose use has been permanently discontinued, or
which is in such disrepair that its continued use is
impractical or is an environmental, safety or public health
hazard shall be decommissioned. The decommissioning procedure
(as prescribed by these regulations) must be recorded and
reported as required by the department.
(1) Cased wells. Remove all liners, debris, accumulated
sediments, and obstructions from the well casing, except well
screens and packers. All cased water wells, including driven
and jetted wells shall be decommissioned in one of the
following ways:
(a) Perforate the casing from the bottom to within five
feet of the land surface and pressure seal the casing.
(i) Perforations shall be at least four equidistant cuts
per row, and one row per foot. The perforations must be
sufficient enough to allow neat cement grout or neat cement,
or bentonite slurry to migrate outside the casing and
effectively prevent the movement of water.
(ii) Apply enough pressure to force the sealing material
through the perforations, filling any voids on the outside of
the casing.
(iii) The casing shall be filled completely with neat
cement grout, neat cement, or bentonite slurry. The screen
and up to five feet of riser pipe may be filled with
unhydrated bentonite. The remainder of the riser pipe must be
removed.
(iv) The casing may be cut off at a maximum of five feet
below land surface; or
(b) Withdraw the casing and fill the bore hole with
concrete, neat cement grout, neat cement, unhydrated
bentonite, or bentonite slurry as the casing is being
withdrawn.
(2) Uncased wells - Remove all liners, debris,
accumulated sediments, and obstructions. Seal uncased wells
with concrete, neat cement grout, neat cement, or bentonite.
(3) Dug wells -
(a) The following criteria are required for the
decommissioning of all dug wells:
(i) Remove all debris, accumulated sediments, and
obstructions that impede decommissioning or that may
contaminate the aquifer from within the dug well.
(ii) Dug wells may have a maximum of three feet of soil
cover from top of sealing material to land surface.
(iii) Dug wells shall be sealed with either unhydrated
bentonite, neat cement, neat cement grout, or concrete. The
use of controlled density fill (CDF), bentonite slurry, or fly
ash is prohibited.
(iv) Dug wells that are not cast-in-place must have a
minimum of three feet of sealing material in contact with
native soil below land surface.
(b) Dug wells less than twenty feet deep.
(i) Dry wells (dry at any time during the year).
Decommission by placing unhydrated bentonite, neat cement,
neat cement grout or concrete from the bottom to within three
feet of land surface.
(ii) Static water level ten feet or less from land
surface. Decommission by placing clean chlorinated sand or
pea gravel to a maximum depth of ten feet below land surface. The remainder of the well shall be filled with unhydrated
bentonite, neat cement, neat cement grout, or concrete to
within three feet of land surface.
(iii) Static water level of greater than ten feet from
land surface. Decommission by placing clean chlorinated sand
or pea gravel to the static level. The remainder of the well
shall be filled with unhydrated bentonite, neat cement, neat
cement grout, or concrete to within three feet of land
surface.
(c) Dug wells twenty feet or greater in depth.
(i) Static water level twenty feet or less from the land
surface. Decommission by placing chlorinated sand or pea
gravel to twenty feet below land surface. The remainder of
the well shall be filled with unhydrated bentonite, neat
cement, neat cement grout, or concrete to within three feet of
land surface.
(ii) Static water level greater than twenty feet from
land surface. These wells may be decommissioned by placing
chlorinated sand or pea gravel to the static level and then
placing alternating layers of sealing material and chlorinated
sand or pea gravel to within twenty feet of land surface. The
alternating layers of sand or pea gravel must be a maximum of
five feet thick. The minimum thickness of the sealing layers
must be five feet. The remainder of the well shall be filled
with unhydrated bentonite, neat cement, neat cement grout, or
concrete to within three feet of land surface.
(4) Flowing artesian wells that are not leaking on the
outside of the casing shall be decommissioned by pressure
grouting with neat cement or weighted high solids bentonite
slurry from the bottom of the well bore to land surface. If
the well is leaking on the outside of the casing or if leaking
develops while the decommissioning method above is employed,
then the casing must be perforated and pressure grouted to
replace all confining layers and to stop leakage.
(5) Placement of sealing material.
(a) Sealing material placed below the water level shall
be piped directly to the point of application or placed by
means of a dump bailer or pumped through a tremie tube. As
the sealing material is placed, the existing well tile may be
encapsulated into the seal material. If concrete, neat cement
grout, bentonite, bentonite slurry, or neat cement is used to
seal below the static water level in the well, the material
shall be placed from the bottom up by methods that avoid
segregation or dilution of the material. When used to place
concrete, neat cement, neat cement grout, or bentonite slurry
the discharge end of the tremie tube shall be submerged in the
sealing material to avoid breaking the seal while filling the
annular space.
(b) All authorized sealing material placed above the
static water level or into the dewatered portion of the well
may be hand poured above the static water level, provided the
material does not dilute or segregate, and result in a seal
free of voids.
(c) When decommissioning wells that were originally
constructed without casing, unhydrated bentonite chips or
pellets may be hand placed, provided it forms a continuous
seal.
[Statutory Authority: Chapter 18.104 RCW. 09-01-125 (Order
08-10), § 173-160-381, filed 12/19/08, effective 1/19/09;
07-06-004 (Order 06-16), § 173-160-381, filed 2/22/07,
effective 3/25/07; 06-23-121 (Order 06-08), § 173-160-381,
filed 11/21/06, effective 12/22/06. Statutory Authority:
Chapter 18.104 RCW and RCW 43.21A.080. 98-08-032 (Order
97-08), § 173-160-381, filed 3/23/98, effective 4/23/98.]