77 Ill. Adm. Code 920.170
Monitoring Wells
Section 920
Section 920.170Â Monitoring
Wells
This Section shall apply to all
monitoring wells, except those wells installed to monitor chemicals leaking
from underground storage tanks which are installed within the excavation made
for the installation of the underground storage tank.
a)        Casing. All monitoring wells shall have casing which meets
the requirements of Section 920.90(a), except where the design specifications
require the use of another material. Threaded joints shall be required where
plastic casing is used. Casing must be clean, free of rust, grease, oil or
contaminants and be composed of materials, including but not limited to steel
and plastic, that will not affect the quality of the water sample. All casing
shall be watertight. The casing shall be centered in the borehole, be free of
any obstructions and allow sampling devices to be lowered into the well.
b)        Well Screen. All monitoring well screens shall be constructed
of non-corrosive and non-reactive material. All well screens shall be
permanently joined to the well casing and shall be centered in the borehole.
c)        Filter Packs. All monitoring wells installed in
unconsolidated material shall be constructed with filter packs. When used, the
filter pack shall be the only material in contact with the well screen.
1)        The filter pack shall consist of sand or gravel. The sand or
gravel used for filter packs shall have an average specific gravity of not less
than 2.50. The filter pack material shall be sized to match the screen slot
size and the surrounding formation to prevent the formation materials from
entering the screen. The sand or gravel shall be free of clay, dust and
organic matter. Crushed limestone, dolomite or any material containing clay or
any other material that will adversely affect the performance of the monitoring
well shall not be used as filter pack.
2)        Installation. The filter pack shall extend a maximum of 6
inches below the bottom of the screen to 2 feet above the top of the screen.Â
For water table observation wells constructed in areas where the depth to the
water table is less than 5 feet, the required filter pack height above the top
of the well screen may be reduced to 6 inches to allow for the required amount
of annular space sealant to be placed.
d)        Grouting Requirements. All materials and procedures used in
the installation of annular seals for groundwater monitoring wells shall meet
the requirements of this Section. The annular sealing material above the
filter pack shall prevent the migration of fluids from the surface and between
aquifers. Sealing material shall be chemically compatible with anticipated
contaminants.
1)        Annular Space Seal. All monitoring wells shall be installed
with an annular space seal. The annular seal shall extend from the top of the
filter pack to the surface.
2)        Above Ground Surface Completion. Where the monitoring well
does not terminate flush with the ground surface in accordance with Section
920.170(d)(3), the casing shall extend at least 8 inches above the ground
surface. The top of the casing shall be provided with a locking cap. If the
monitoring well is located in a floodplain, the cap shall be watertight.Â
Protective devices, such as rings of brightly colored posts around the well,
shall be installed in areas where the casing is likely to be struck by farm
vehicles or by individuals who are unaware of the existence of the well.
3)        Ground Surface Completion. Monitoring well casing may
terminate at the ground surface provided a flush-mounted well completion pipe
is installed over the casing. The flush-mounted completion pipe shall consist
of a metal casing at least four inches larger in diameter than the well
casing. Monitoring wells terminating at the surface may be allowed only in
areas traveled by vehicles. The flush-mounted well completion pipe shall have a
water tight seal and the annular opening around the well completion pipe shall
be grouted. The well casing shall be sealed with a watertight locking cap.
e)        Drilling Methods and Fluids. The drilling method shall
introduce the least possible amount of foreign material into the borehole,
produce the least possible disturbance to the formation and permit the proper
construction and development of the required diameter well. Water from a
source free of bacterial and chemical contamination shall be used in the
drilling fluid mixture.
f)Â Â Â Â Â Â Â Â Disposal and Decontamination.
1)Â Â Â Â Â Â Â Â All drill cuttings and fluids and surge and wash waters from
borehole and monitoring well construction and development shall be disposed of
in a manner which will not result in contamination of the immediate area or
result in a hazard to individuals who may come in contact with these materials.
2)Â Â Â Â Â Â Â Â All monitoring well construction equipment shall be
decontaminated by washing and triple rinsing or high pressure heat cleaning to
prevent cross-contamination of monitoring wells or in accordance with design
specifications, whichever is more stringent.
g)Â Â Â Â Â Â Â Â Special Circumstances and Exceptions.
1)Â Â Â Â Â Â Â Â The Department may require more restrictive or alternative
well material, assembly or installation if the contaminant concentrations or
geologic setting require alternative construction.
2)Â Â Â Â Â Â Â Â Variances to the requirements of this subsection may be
approved by the Department prior to installation or abandonment. A variance
request shall state the reasons why compliance with the rule is impractical or
impossible. The Department shall approve a variance when it can be shown that
the particular contaminant or drilling method requires alternative materials or
procedures to safeguard against contamination of the groundwater.
h)        Abandonment or Decommissioning of Monitoring Wells. All
abandoned monitoring wells shall be sealed in accordance with Section 920.120.
i)         Reporting. Within 30 days after a monitoring well has been
constructed or abandoned, the owner, designer or consulting firm shall submit a
report of construction or abandonment to the Department on such forms as are
prescribed and furnished by the Department.