Utah Administrative Code
Topic - Natural Resources
Title R655 - Natural Resources, Water Rights
Rule R655-4 - Water Wells
Section R655-4-12 - Special Wells
Universal Citation: UT Admin Code R 655-4-12
Current through Bulletin 2024-18, September 15, 2024
12.1 Construction Standards for Special Wells.
12.1.1 General.
The construction standards outlined in Section
R655-4-11 are meant to serve as minimum acceptable construction standards. Certain types
of wells such as cathodic protection wells, closed-loop heating or cooling
exchange wells, recharge and recovery wells, and public supply wells require
special construction standards that are addressed in this section or in rules
promulgated by other regulating agencies. At a minimum, when constructing
special wells, the well shall be constructed by a licensed well driller, and
the minimum construction standards of Section
R655-4-11 shall be followed in addition to the following special standards.
12.1.2 Public Water Supply Wells. Public
water supply wells are subject to the minimum construction standards outlined
in Section
R655-4-11 in addition to the requirements established by the Department of Environmental
Quality, Division of Drinking Water under Rules R309-515 and R309-600.
Requirements in Rules R309-515 and R309-600 are regulated by the Division of
Drinking Water and not by the Division of Water Rights and may include a
preliminary evaluation report related to drinking water source protection, well
plan and specification review and approval, and mandatory grout seal
inspection. The Division of Drinking Water should be contacted to determine
specific and current rules and requirements.
12.1.3 Cathodic Protection Well Construction.
Cathodic protection wells shall be constructed in accordance with the casing,
joint, surface seal, and other applicable requirements outlined in Section
R655-4-11.
Any annular space existing between the base of the annular surface seal and the
top of the anode and conductive fill interval shall be filled with appropriate
fill or sealing material. Fill material shall consist of washed granular
material such as sand, pea gravel, or sealing material. Fill material shall not
be subject to decomposition or consolidation and shall be free of pollutants
and contaminants. Fill material shall not be toxic or contain drill cuttings or
drilling mud. Additional sealing material shall be placed below the minimum
depth of the annular surface seal, as needed, to prevent the cross connection
and commingling of separate aquifers and water bearing zones. Vent pipes, anode
access tubing, and any other tubular materials comprising of the outmost casing
that pass through the interval to be filled and sealed are considered casing
for the purposes of these standards and shall meet the requirements of
Subsections
R655-4-11 (11.2) and
R655-4-11 (11.3). Cathodic protection well casing shall be at least 2 inches in internal
diameter to facilitate eventual well abandonment.
12.1.4 Closed-loop Heating-Cooling Exchange
Wells. Wells or boreholes utilized for heat exchange or thermal heating in a
closed-loop fashion, which are greater than 30 feet in depth and encounter
formations containing groundwater, must be drilled by a licensed driller and
the owner or applicant must have an approved application for that specific
purpose as outlined in Section
R655-4-9.
Wells or boreholes installed for heat or thermal exchange process must comply
with the minimum construction standards of Section
R655-4-11.
Direct exchange (DX) systems are allowed on a case by case basis as approved by
the state engineer.
12.1.4.1 For open-loop
systems where groundwater is removed, processed, and re-injected, a
non-consumptive use water right approval must be obtained from the state
engineer. Approval to re-inject water underground is also required from the
Utah Division of Water Quality. Open-loop system wells shall be constructed in
accordance with the requirements found in Section
R655-4-11.
If a separate well or borehole is required for re-injection purposes, it must
also comply with these standards and the groundwater must be injected into the
same water bearing zones as from which it is initially withdrawn. The quality
and quantity of groundwater shall not be diminished or degraded upon
re-injection.
12.1.4.2 Closed-loop
heat exchange wells must also comply with the guidelines set forth in the
National Ground Water Association Guidelines for Construction of Vertical
Boreholes for Closed-Loop Heat Pump Systems, which are copyrighted and
available from the National Ground Water Association at 601 Dempsey Rd,
Westerville, OH 43081-8978, Phone 614-898-7791, Fax 614.898-7786, website
www.ngwa.org, email
customerservice@ngwa.org, or standards set forth in the Design and Installation
Standards for Closed-Loop Geothermal Heat Pump Systems, which are copyrighted
and available from the International Ground Source Heat Pump Association at 374
Cordell South, Oklahoma State University, Stillwater, OK 74078-8018,
www.igshpa.okstate.edu. These guidelines and standards may be viewed during
normal business hours at the Division's main office at 1594 West North Temple,
SLC, UT 84116. For closed-loop systems where groundwater is not removed in the
process, non-production well approval must be obtained from the state engineer.
Specific requirements for closed-loop wells include:
a. The location of closed-loop heat pump
wells must comply with applicable ordinances, regulations, or other enforceable
instruments of local governments to ensure adequate protection of public water
systems from encroachments or any impairment of the groundwater resource.
During drilling and construction, provisions shall be made to reduce entry of
foreign matter or surface runoff into the well or borehole.
b. Closed-loop system wells must be sealed
from the bottom of the well or boring to ground surface using acceptable
materials and placement methods described in Subsection
R655-4-11 (11.4). Sand may be added to the seal mix to enhance thermal conductivity as
long as the seal mix meets permeability and gel strength standards outlined in
Subsection
R655-4-11 (11.4).
c. Borehole Diameter: The
borehole diameter of a closed-loop heat pump well must be of sufficient size to
allow placement of the pipe and placement of a tremie to emplace the grout. In
general, for loop piping with a nominal diameter of 3/4 to 1 inch, the borehole
diameter shall be at least 4.75 inches. For loop piping with a nominal diameter
of 1.25 inches, the borehole diameter shall be at least 5.25 inches. For loop
piping with a nominal diameter of 1.5 to 2.0 inches, the borehole diameter
shall be at least 6.0 inches.
d.
Grouting of Vertical Ground Water Heat Pump Wells: Grouting the annulus of a
heat pump well shall be completed within 24 hours from the time the borehole is
drilled and loaded with the U-bend assembly and within at least 6 hours from
the time the drill rig moves off the borehole. Full-length grout placement is
required on all vertical closed-loop heat pump boreholes.
e. Placement of Grout Material: Full-length
grout material must be placed by tremie from the bottom of the borehole to the
top. The tremie pipe shall be continuously submerged in grout during placement.
The tremie pipe must not be left in the borehole. The grout must fill the
entire borehole. Grout must not be allowed to freefall. Once the grout has
settled for at least 48 hours, borehole shall be topped off with additional
grout as necessary to maintain seal material to ground surface.
f. Pipe: Pipe material, joining methods, and
installation must meet the guidelines and standards referenced in the National
Ground Water Association Guidelines for Construction of Vertical Boreholes for
Closed-Loop Heat Pump Systems, which are copyrighted and available from the
National Ground Water Association at 601 Dempsey Rd, Westerville, OH
43081-8978, Phone 614-898-7791, Fax 614.898-7786, email
customerservice@ngwa.org, and in the Design and Installation Standards for
Closed-Loop Geothermal Heat Pump Systems. Standards are copyrighted and
available from the International Ground Source Heat Pump Association at 312 S.
4th Street, STE100, Springfield, IL 62701, www.igshpa.org, info@igshpa.org. Guidelines
and standards may be viewed during normal business hours at the Division's main
office at 1594 West North Temple, SLC, UT 84116. U-bend connections shall be
factory jointed and piping shall not have any fusion joints below a depth of 30
feet.
g. Pressure Testing: Loop
piping shall be filled with water and pressure tested before installation into
the borehole. Loop piping failing this initial pressure testing shall not be
installed. The installed system must be pressure tested at a minimum of two
times the system operating pressure to ensure the integrity of the system. If a
pressure loss is detected, the cause must be properly repaired or material
replaced or properly plugged. The system shall be pressure tested again
following any repairs. Pressure testing procedures shall follow the guidelines
and standards in the National Ground Water Association Guidelines for
Construction of Vertical Boreholes for Closed-Loop Heat Pump Systems, which are
copyrighted and available from the National Ground Water Association at 601
Dempsey Rd, Westerville, OH 43081-8978, Phone 614-898-7791, Fax 614.898-7786,
email customerservice@ngwa.org, and in the Design and Installation Standards
for Closed-Loop Geothermal Heat Pump Systems. Standards are copyrighted and
available from the International Ground Source Heat Pump Association at 312 S.
4th Street, STE100, Springfield, IL 62701,
www.igshpa.org, info@igshpa.org.
Guidelines and standards may be viewed during normal business hours at the
Division's main office at 1594 West North Temple, SLC, UT 84116.
h. Heat transfer fluid, additives, and
inhibitors. The heat transfer fluids, additives, and inhibitors used inside the
closed-loop assembly must be non-toxic, safe to install, provide corrosion
protection, not promote bacterial growth, and not produce an unacceptable risk
to the environment in the event of a system leak. Potassium acetate or ethylene
glycol shall not be used as a heat transfer fluid. Water used in the heat
transfer fluid mix must be from a treated potable source or be disinfected in
accordance with this rule. Use and placement of fluids, additives, and
inhibitors shall be in accordance with the guidelines and standards in the
National Ground Water Association Guidelines for Construction of Vertical
Boreholes for Closed-Loop Heat Pump Systems, which are copyrighted and
available from the National Ground Water Association at 601 Dempsey Rd,
Westerville, OH 43081-8978, Phone 614-898-7791, Fax 614.898-7786, email
customerservice@ngwa.org, and in the Design and Installation Standards for
Closed-Loop Geothermal Heat Pump Systems. Standards are copyrighted and
available from the International Ground Source Heat Pump Association at 312 S.
4th Street, STE100, Springfield, IL 62701, www.igshpa.org, info@igshpa.org. Guidelines
and standards may be viewed during normal business hours at the Division's main
office at 1594 West North Temple, SLC, UT 84116.
i. Abandonment: When closed-loop heat
exchange wells are required to be permanently abandoned, the standards
referenced in Subsection R655-4-12 (12.1.4.2) shall be followed. The state
engineer shall be notified before loop field abandonment. All heat transfer
fluids shall be flushed and removed from loop piping before abandonment. Below
ground loop piping to be abandoned shall be filled completely with acceptable
grout and the loop piping ends properly capped or sealed.
12.1.4.3 This rule pertains only to the
heating and cooling exchange well constructed to a depth greater than 30 feet
and are not intended to regulate the incidental work that may occur up to the
well such as plumbing, electrical, piping, trenching, and backfilling
activities.
12.1.5
Recharge and Recovery Wells. Any well drilled under Title 73, Chapter 3b of the
Groundwater Recharge and Recovery Act shall be constructed in a manner
consistent with this rule and shall be drilled by a currently licensed driller.
Special rules regarding the injection of water into the ground are also
promulgated under the jurisdiction of the Utah Department of Environmental
Quality, Division of Water Quality under Rule R317-7 and must be followed in
conjunction with the Water Well Drilling rules.
Disclaimer: These regulations may not be the most recent version. Utah may have more current or accurate information. We make no warranties or guarantees about the accuracy, completeness, or adequacy of the information contained on this site or the information linked to on the state site. Please check official sources.
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