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, and
obstructions from the well casing, except well screens and
packers. All cased water 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. A steel cap shall be welded on the
casing; or
(b) Withdraw the casing and fill the bore hole with neat
cement grout, neat cement, unhydrated bentonite, or bentonite
slurry as the casing is being withdrawn.
(2) Uncased wells - Remove all liners, debris, 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 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. Bentonite slurry shall not be
used to decommission dug wells.
(b) Dug wells that are dry at any time during the year
and that are less than twenty feet in depth shall be sealed
from the bottom to within three feet of land surface.
(c) Dug wells that have a static water level of ten feet
from land surface or less and a depth of less than twenty feet
may be decommissioned by installing 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 either
unhydrated bentonite, neat cement, neat cement grout, or
concrete.
(d) Dug wells that have a static water level over ten
feet and a depth of less than twenty feet from land surface
may be decommissioned by installing clean chlorinated sand or
pea gravel to the static level. The remainder of the well
shall be filled with either unhydrated bentonite, neat cement,
neat cement grout, or cement.
(e) Dug wells with static levels twenty feet or less from
the land surface and that are greater than twenty feet deep
may be decommissioned by placing chlorinated sand or pea
gravel to twenty feet below land surface. The remainder of
the well, to a maximum of three feet below land surface, shall
be filled with unhydrated bentonite, neat cement, neat cement
grout, or concrete.
(f) Dug wells with static levels below twenty feet from
land surface, 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
material layers must be five feet. The remainder of the dug
well shall be filled with unhydrated bentonite, neat cement,
neat cement grout, or concrete to a maximum of three feet
below 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 static 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. 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.]