WSR 97-19-081
PROPOSED RULES
DEPARTMENT OF ECOLOGY
[Order 97-08--Filed September 16, 1997, 4:25 p.m.]
Original Notice.
Preproposal statement of inquiry was filed as WSR 97-10-093.
Title of Rule: Chapter 173-160 WAC, Standards for construction and maintenance of wells and chapter 173-162 WAC, Rules and regulations governing the regulation and licensing of well contractors and operators.
Purpose: Chapter 173-160 WAC, Minimum standards for the construction and maintenance of wells, the purpose of this regulation is to establish the minimum standards for the construction of all wells in Washington.
Chapter 173-162 WAC, Rules and regulations governing the regulation and licensing of well contractors and operators, the purpose of this regulation is to establish procedures for the examination, licensing, and regulation of well contractors and drillers.
Statutory Authority for Adoption: Chapter 18.104 RCW.
Statute Being Implemented: Chapter 18.104 RCW.
Summary: Ecology has been directed by the legislature to revise the existing well construction and licensing rules. The revisions will integrate changes to chapter 18.104 RCW into rules, improve organization, address driller's concerns, and enhance public health and safety.
Reasons Supporting Proposal: The revisions will result in better compliance, reduce the number of questions from drillers regarding regulation interpretation, and reduce the need for enforcement.
Name of Agency Personnel Responsible for Drafting: Richard Szymarek, Olympia, (360) 407-6648; Implementation and Enforcement: Keith Phillips, Olympia, (360) 407-6602.
Name of Proponent: Department of Ecology, governmental.
Rule is not necessitated by federal law, federal or state court decision.
Explanation of Rule, its Purpose, and Anticipated Effects: The purpose of the rule proposal is to amend two existing regulations pertaining to well construction standards and the professional licensing of well drillers. The standards for well construction (chapter 173-160 WAC) identify specific construction requirements that all wells must meet in order to protect the public health, safety and welfare as well as protection of the ground water resource. The licensing rule (chapter 173-162 WAC) address the administration of the professional licensing of Washington state well drillers. This chapter must be amended to incorporate changes made by the legislature in 1993 to the Water Well Construction Act, chapter 18.104 RCW.
The proposed amendments to both regulations have been developed in concert with a legislatively mandated technical advisory group. Their work, which started in late 1993, has resulted in draft changes to both the licensing and the construction regulations.
Proposal Changes the Following Existing Rules: Chapter 173-160 WAC revisions, changes to the construction regulations were initiated in response to drillers' request to clarify definitions; revise and improve the organization of the regulation; and expand on some of the technical areas within the regulation.
Chapter 173-162 WAC revisions, changes to the licensing regulations include the separation of monitoring well construction from water well construction; increasing the term of license renewal from one to two years; developing a training program for new drillers; adding a requirement for on-site testing which will help to insure adequate experience has been obtained prior to licensing a driller; and requiring that all drillers maintain a level of technical expertise through a continuing education program.
No small business economic impact statement has been prepared under chapter 19.85 RCW. Regulatory Fairness Act compliance document, RCW 34.05.328 Compliance document, amending chapters 173-160 and 173-162 WAC.
These two related sets of rule amendments have been reviewed and analyzed for compliance with the statutory requirements cited above. It has been concluded that both are exempt from the requirements of the Regulatory Fairness Act (chapter 19.85 RCW) and from the need for the findings and determinations required in RCW 34.05.328. This document describes the basis for that conclusion.
Chapter 173-160 WAC, Minimum standards for construction and maintenance of wells, the proposed revisions to this rule represent clarification and updating of technical requirements. As such they fall under the exemption from the Regulatory Fairness Act, and the need for a small business economic impact statement, provided in RCW 19.85.025(2) and 34.05.310 (4)(d). Exemption from RCW 34.05.328 is provided via similar language in subsection (5)(b)(iv) of that section.
Chapter 173-162 WAC, Regulation and licensing of well contractors and operators, the proposed changes to this rule are likewise procedural and clarifying in nature, implement changes authorized in the 1993 amendments to chapter 18.104 RCW, Water well construction, or are minor in their effects upon the regulated community. Many of these arise from the work of the Technical Advisory Group established by RCW 18.104.190 on which the well drilling industry is amply represented. The proposed revisions are summarized below.
(a) Revised licensing requirements and classifications. In addition to creating new classes of resource protection well operator's licenses with equivalent requirements, the requirements for obtaining a new license are changed to require slightly more field experience (approximately two years and seven months compared with two years at present) and thirty-two continuing education credits. (Continuing education will be addressed below.)
However, the revised version of chapter 173-162 WAC provides an alternative path to a new license, called "training completed," that reduces the field experience requirement to 3,600 hours (equivalent to one year and nine months on a forty-hour work week basis), and a new license class called "water well (resource protection well) operator's training license," that provides additional flexibility to those seeking qualifying experience.
License fees remain at the same levels as present. License renewal fees appear to have doubled from $10 to $20. However, license terms have also doubled from one year to two years. Hence, the effect is the same.
(b) Continuing education. Qualification requirements for new licenses and license renewals include varying amounts of continuing education. The revised rule includes a mechanism for establishing and assigning credits to continuing education activities. However, it is expected that continuing education will be both readily available, through industry conferences, vendor training classes, Department of Ecology-developed and administered classes and workshops, correspondence courses and the like, and inexpensive. Thus, any additional impacts upon the regulated community are expected to be minor.
In view of the above, it is concluded that these proposed revisions to chapter 173-602 [173-162] WAC are exempt from the requirements of chapter 19.85 RCW and RCW 34.05.328 because they will not impose more than minor costs upon the regulated community or are procedural in nature.
RCW 34.05.328 does not apply to this rule adoption. This is not a significant legislative rule.
Hearing Location: On Wednesday, October 22, at 7:00 - 9:00 p.m., Yakima Arboretum, 401 Arboretum Drive, Yakima, WA 98901; on Thursday, October 23, at 7:00 - 9:00 p.m., Spokane Community College, 1810 North Greene Street, Mailstop 2061, Spokane, WA 99207-5399; on Tuesday, October 28, at 7:00 - 9:00 p.m., Department of Ecology, 300 Desmond Drive, Lacey, WA 98503; and on Wednesday, October 29, 7:00 - 9:00 p.m., Bellingham Public Library, 210 Central Avenue, Bellingham, WA 98225.
Public Involvement: Public involvement activities will include workshops followed by formal hearings on the rule proposals.
For More Information Contact: Richard Szymarek, (360) 407-6648, Department of Ecology, P.O. Box 47600, Olympia, WA 98504-7600.
Assistance for Persons with Disabilities: Contact Felicia Curtis by October 1, 1997, TDD (360) 407-6006, or (360) 407-6199.
Submit Written Comments to: Department of Ecology, Attn: Richard Szymarek, P.O. Box 47600, Olympia, WA 98504-7600, FAX (360) 407-7162, by November 10, 1997.
Date of Intended Adoption: December 30, 1997.
September 12, 1997
Daniel Silver
Deputy Director
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-162-010 What is the purpose((.)) of these regulations?
These regulations are adopted ((pursuant to)) under chapter 18.104 RCW
in order to establish procedures for the examination, licensing and
regulation of well contractors and operators.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-162-010, filed 4/6/88; Order DE 73-10, 173-162-010, filed 6/29/73.]
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-162-020 ((General.)) To whom do these regulations apply?
These regulations ((are applicable)) apply to all well ((contractors and
operators)) drillers who are contracting for well construction or
constructing wells in the state of Washington.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-162-020, filed 4/6/88; Order DE 73-10, 173-162-020, filed 6/29/73.]
NEW SECTION
WAC 173-162-025 What are the reasons for suspending or revoking a drilling license? (1) In cases other than those relating to the failure of a licensee to renew a license, the director may suspend or revoke a license issued pursuant to this chapter for any of the following reasons:
(a) For fraud or deception in obtaining the license;
(b) For fraud or deception in reporting under RCW 18.104.050;
(c) For violating the provisions of this chapter, or of any lawful rule or regulation of the department or the department of health.
(2) The director shall immediately suspend any license issued under this chapter if the holder of the license is not in compliance with a support order or a residential or visitation order as determined by the department of social and health services. If the person has continued to meet all other requirements for reinstatement during the suspension, reissuance of the license shall be automatic upon the director's receipt of a release issued by the department of social and health services stating that the person is in compliance with the order.
(3) No license shall be suspended for more than six months, except that a suspension under subsection (2) of this section shall continue until the department receives a release issued by the department of social and health services stating that the person is in compliance with the order.
(4) No person whose license is revoked shall be eligible to apply
for a license for one year from the effective date of the final order of
revocation.
[]
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-162-030 ((Definitions.)) How are the words and phrases used
in this chapter? ((As used in this chapter:
(1) "Constructing a well" or "construct a well" means and includes
boring, digging, drilling, or excavating and installing casing, lining
or well screens, whether in the installation of a new well or the
alteration of an existing well.
(2) "Department" means department of ecology.
(3) "Director" means director of the department of ecology.
(4) "Drilled well" is a well which is usually excavated by
mechanical means such as rotary, cable tool, or auger rigs.
(5) "Driven well" is a well constructed by joining a "drive point"
to a length of pipe, then driving the assembly into the ground.
(6) "Dug well" is a well generally excavated with hand tools or by
mechanical methods. The side walls may be supported by material other
than standard weight steel casing.
(7) "Licensee" is any person licensed as a well contractor pursuant
to the provisions of this act and these rules.
(8) "Liner" means any casing, screen, or other device inserted into
a larger casing, screen, or bore hole as a means of sealing off
undesirable material or maintaining the structural integrity of the well.
(9) "Landfill gas extraction well" is a well used to withdraw gas
from an unsaturated zone.
(10) "Monitoring well" is a well designed to obtain a representative
ground water sample and/or to measure the water level over the screened
interval.
(11) "Observation well" is a well designed to measure the depth to
the water table. An observation well is screened across the water table
and usually is installed in unconfined aquifers.
(12) "Operator" is any person employed by a well contractor or self
employed as a contractor operator for the control and supervision of well
construction and for the operation of well construction equipment.
(13) "Piezometer well" is a well designed to measure the hydraulic
potential (water level elevation) at a specific point in the subsurface.
A piezometer has a short screen that is positioned entirely beneath the
water table.
(14) "Resource protection wells" mean monitoring wells, observation
wells, piezometers and spill response wells, and cased geotechnical test
borings.
(15) "Spill response well" is any well used to capture or recover
any spilled or leaked fluid which has the potential to, or has
contaminated the ground water.
(16) "Supervision" or "supervising" means being present at the site
of well construction and responsible for proper construction at any and
all times well construction equipment is being operated.
(17) "Water supply well" means any well that is used to withdraw,
dewater, or recharge ground water.
(18) "Well" means and includes any excavation that is drilled,
cored, bored, washed, driven, dug, jetted, or otherwise constructed when
the intended use of an excavation is for the location, diversion,
artificial recharge or withdrawal of ground water. Well includes water-supply well and resource protection well. Well does not mean excavations
excluded in WAC 173-160-010(3).
(19) "Well contractor" means any person, firm, partnership,
copartnership, corporation, association, or other entity engaged in the
business of constructing wells.
(20) "Well rig" is any power driven, percussion, rotary, boring,
digging, jetting, or augering machine used in the construction of a
well.)) (1) "Abandoned well" means a well that is unused, unmaintained,
or is in such disrepair as to be unusable.
(2) "Access port" is a 1/2- to 2-inch tapped hole or tube equipped with a screw cap, which provides access to the inner casing, for measurement of the depth to water surface.
(3) "Annular space" is the space between the surface or outer casing and the inner casing, or the space between the wall of the drilled hole and the casing.
(4) "Aquifer" is a geologic formation, group of formations, or part of a formation capable of yielding a significant amount of ground water to wells or springs.
(5) "Artesian well" is a well tapping an aquifer bounded above and below by confining or impermeable rock or soil layers, or rock or soil layers of distinctly lower permeability than the aquifer itself. The water will rise in the well above the point of initial penetration (above the bottom of the confining or impermeable layer overlying the aquifer). This term includes both flowing and nonflowing wells.
(6) "Artificial gravel pack" is a mixture of gravel or sand placed in the annular space around the well screen. A gravel pack is used to reduce the movement of finer material into the well and provide lateral support to the screen in unstable formations.
(7) "Artificial recharge" is the addition of water to an aquifer by activities of man, such as irrigation or induced infiltration from streams, or injection through wells, trenches, pits, and ponds.
(8) "Bentonite" is a mixture of swelling clay minerals, predominantly sodium montmorillonite.
(9) "Capped well" is a well that is not in use and has a watertight seal or cap installed on top of the casing.
(10) "Casing" is a pipe which is installed in the bore hole to maintain the opening.
(11) "Consolidated formation" means any geologic formation in which the earth materials have become firm and cohesive through natural rock forming processes. Such rocks commonly found in Washington include basalt, granite, sandstone, shale, conglomerate, and limestone. An uncased bore hole will normally remain open in these formations.
(12) "Constructing a well" or "construct a well" means:
(a) Boring, digging, drilling, or excavating a well;
(b) Installing casing, sheeting, lining, or well screens, in a well; or
(c) Drilling a geotechnical soil boring.
"Constructing a well" or "construct a well" includes the alteration of an existing well.
(13) "Contamination" has the meaning provided in RCW 90.48.020.
(14) "Continuing education unit" is one credit approved by the department for time spent participating in training or instruction in subject areas approved by the department.
(15) "Curbing" is a liner or pipe made of concrete, precast tile or steel installed in dug wells to provide a annular space between the well bore and the liner or pipe for sealing.
(16) "Decommissioning" means to fill or plug a well so that it will not produce water, serve as a channel for movement of water or pollution, or allow the entry of pollutants into the well or aquifers.
(17) "Department" means the department of ecology.
(18) "Dewatering well" means a cased or lined excavation or boring that is intended to withdraw or divert ground water for the purpose of facilitating construction, stabilizing a land slide, or protecting an aquifer.
(19) "Director" means director of the department of ecology.
(20) "Disinfection" or "disinfecting" is the use of chlorine, or other disinfecting agent or process approved by the department, in sufficient concentration and contact time adequate to inactivate coliform or other indicator organisms.
(21) "Domestic water supply" is any water supply which serves a family residence(s).
(22) "Draw down" is the measured difference between the static ground water level and the ground water level induced by pumping.
(23) "Drilled well" is a well in which the hole is usually excavated by mechanical means such as rotary, cable tool, or auger drilling equipment.
(24) "Driven well" is a well constructed by joining a "drive point" to a length of pipe, then driving the assembly into the ground.
(25) "Dug well" is a well generally excavated with hand tools or by mechanical methods. The side walls may be supported by material other than standard weight steel casing.
(26) "Filter pack" means clean, well rounded, smooth, uniform, sand or gravel, which is placed in the annulus of the well between the bore hole wall and the well screen to prevent formation material from entering the well.
(27) "Formation" means an assemblage of earth materials grouped together into a unit that is convenient for description or mapping.
(28) "Geotechnical information" means subsurface engineering properties used for the purpose of designing structures such as bridges, buildings, highways, pipelines, or for assessing slope stability.
(29) "Geotechnical soil boring" or "boring" means an uncased well drilled for the purpose of obtaining soil samples to ascertain structural properties of the subsurface. Geotechnical soil boring includes auger borings, rotary borings, cone penetrometer probes and vane shear probes, or any other uncased ground penetration for geotechnical information.
(30) "Ground water" means and includes ground waters as defined in RCW 90.44.035.
(31) "Grout" is a fluid mixture of cement, bentonite, and water used to seal the annular space around or between well casings, or to decommission wells.
(32) "Impermeable" is a descriptive term for earth materials which have a texture or structure that does not permit fluids to perceptibly move into or through its pores or interstices.
(33) "Instrumentation well" means a well in which pneumatic or electric geotechnical or hydrological instrumentation is permanently or periodically installed to measure or monitor subsurface strength and movement. Instrumentation well includes bore hole extensometers, slope indicators, pneumatic or electric pore pressure transducers, and load cells.
(34) "Liner" means any device inserted into a larger casing, screen, or bore hole as a means of maintaining the structural integrity of the well.
(35) "Lysimeter" means a well used to withdraw soil water or pore samples from subsurface soil or rock above the water table for chemical, physical, or biological testing.
(36) "Monitoring well" means a well designed to obtain a representative ground water sample or designed to measure the water level elevations in either clean or contaminated water or soil.
(37) "Nested well" means the installation of more than one cased resource protection well in one bore hole. This does not preclude casing reductions.
(38) "Observation well" means a well designed to measure the depth to the water or water level elevation in either clean or contaminated water or soil.
(39) "Operator" means a person who:
(a) Is employed by a well contractor;
(b) Is licensed under this chapter; or
(c) Who controls, supervises, or oversees the construction of a well or who operates well construction equipment.
(40) "Permeability" is a measure of the ease of which liquids or gas move through a porous material.
(a) For water, this is usually expressed in units of centimeters per second or feet per day. Hydraulic conductivity is a term for water permeability.
(b) Soils and synthetic liners with a water permeability of 1 x 10[-7] cm/sec or less may be considered impermeable.
(41) "Piezometer" means a well designed to measure water level elevation at a specific depth beneath the water table.
(42) "Pollution" and "contamination" have the meanings provided in RCW 90.48.020.
(43) "Pressure grouting" is a method of forcing grout into specific portions of a well for sealing purposes.
(44) "PTFE" means polytetrafluoroethylene casing materials such as teflon. The use of the term teflon is not an endorsement for any specific PTFE product.
(45) "Public water supply" is any water supply intended or used for human consumption or other domestic uses, including source, treatment, storage, transmission and distribution facilities where water is furnished to any community, collection or number of individuals, available to the public for human consumption or domestic use, excluding water supplies serving one single-family residence.
(46) "PVC" means polyvinyl chloride a type of thermoplastic casing.
(47) "Remediation well" means a well used to withdraw ground water or inject water, air (for air sparging), or other solutions into the subsurface for the purpose of remediating, cleaning up, or controlling potential or actual ground water contamination.
(48) "Resource protection well" means a cased boring used to determine the existence or migration of pollutants within an underground formation. Resource protection wells include monitoring wells, observation wells, piezometers, spill response wells, vapor extraction wells, and instrumentation wells.
(49) "Resource protection well contractor" means any person, firm, partnership, copartnership, corporation, association, or other entity, licensed and bonded under chapter 18.27 RCW, engaged in the business of constructing resource protection wells or geotechnical soil borings.
(50) "Spill response well" means a well used to capture or recover any spilled or leaked fluid which has the potential to, or has contaminated the ground water.
(51) "Static water level" is the vertical distance from the surface of the ground to the water level in a well when the water level is not effected by pumping or free flow.
(52) "Temporary surface casing" is a length of casing (at least four inches larger in diameter than the nominal size of the permanent casing) which is temporarily installed during well construction to maintain the annular space.
(53) "Test well" is a well (either cased or uncased), constructed to determine the quantity of water available for beneficial uses, identifying underlying rock formations (lithology), and to locate optimum zones to be screened or perforated. If a test well is constructed with the intent to withdraw water for beneficial use, it must be constructed in accordance with the minimum standards for water supply wells, otherwise they shall be constructed in accordance with the minimum standards for resources protection wells. A water right permit, preliminary permit, or temporary permit shall be obtained prior to constructing a test well with an anticipated withdrawal rate or testing rate that exceeds the five thousand gallon per day exemption provided under RCW 90.44.050. A "test well" is a type of "water well."
(54) "Tremie tube" is a small diameter pipe used to place grout, filter pack material, or other well construction materials in a well.
(55) "Unconsolidated formation" means any naturally occurring, loosely cemented or poorly consolidated earth material including such materials as uncompacted gravel, sand, silt and clay. Alluvium, soil, and overburden are terms frequently used to describe such formations.
(56) "Vapor extraction well" means a well used to withdraw gases or vapors from soil, rock, landfill, or ground water or allow air or vapor to enter subsurface soil or rock for the purpose of remediating soil and/or ground water contamination;
(57) "Water well" means any excavation that is constructed when the intended use of the well is for the location, diversion, artificial recharge, observation, monitoring, dewatering or withdrawal of ground water.
(58) "Water well contractor" means any person, firm, partnership, copartnership, corporation, association, or other entity, licensed and bonded under chapter 18.27 RCW, engaged in the business of constructing water wells.
(59) "Well alterations" include, but are not limited to, deepening, hydrofracturing or other operations intended to increase well yields. Well alterations does not include general maintenance, cleaning, and pump replacement.
(60) "Well completion" means that construction has progressed to a point at which the drilling equipment has been removed from the site, and the well can be put to its intended use.
(61) "Well" means water wells, resources protection wells, instrumentation wells, dewatering wells, and geotechnical soil borings. Well does not mean an excavation made for the purpose of obtaining or prospecting for oil, natural gas, geothermal resources, minerals, or products of mining, or quarrying, or for inserting media to repressure oil or natural gas bearing formations, or for storing petroleum, natural gas, or other products.
(62) "Well contractor" means a resource protection well contractor and a water well contractor.
(63) "Well driller" or "driller" is synonymous with "operator."
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-162-030, filed 4/6/88; Order DE 73-10, 173-162-030, filed 6/29/73.]
Reviser's note: The brackets and enclosed material in the text of
the above section occurred in the copy filed by the agency and appear in
the Register pursuant to the requirements of RCW 34.08.040.
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-162-040 ((Compliance--Requirement for licensing.)) How do
I comply with licensing requirements? (((1) A well construction
operators license is required for all operators.
(2) A well construction operators license is required for all well
contractors as follows:
(a) Every well contractor shall designate one official as "liaison
representative" who shall have the full responsibility and authority to
act as the contractor's agent in all its dealings with the department.
The "liaison representative" shall be licensed.
(b) An owner-operator who enters contracts on his own behalf is a
well contractor and must be licensed. He shall act as his own "liaison
agent" in all dealings with the department.
(3) An architectural, engineering or other similar type professional
consulting firm, general contractor or construction firm and highway or
bridge construction firm need not have a licensed well construction
operator in its employ; provided that all well construction associated
with their various projects is conducted by a duly licensed well contractor.)) (1) A water well driller's license is required for all drillers
engaged in the constructing or decommissioning of water wells.
(2) A water well driller's training license is required for all trainees engaged in constructing or decommissioning water wells under the training program provisions of this chapter.
(3) A resource protection well driller's license is required for all drillers engaged in constructing or decommissioning resource protection wells and geotechnical soil borings.
(4) A resource protection well driller's training license is required for all trainees engaged in constructing or decommissioning resource protection wells and geotechnical soil borings under the training program provisions of this chapter.
(5) General contractors, engineering firms, designers, consulting
firms, or other entities need not have a licensed well driller in its
employ: Provided, That all well construction and decommissioning
associated with their various projects and/or contracts is conducted by
a licensed well driller licensed under the provisions of this chapter
except as provided in WAC 173-162-050.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-162-040, filed 4/6/88; Order DE 73-10, 173-162-040, filed 6/29/73.]
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-162-050 ((Exemptions.)) Who is exempt? ((A well
construction operators license shall not be required of:
(1) Any individual who personally drills a well on land which is
owned or leased by him or in which he has a beneficial interest as a
contract purchaser and is used by the individual for farm or
noncommercial domestic use only.
(2) Any individual who performs labor or services for a well
contractor in connection with the drilling of a well at the direction and
under on-site supervision and control of a licensed operator.)) (1) No
license under this chapter shall be required of:
(a) Any individual who personally constructs a well on land which is owned or leased by the individual or in which the individual has a beneficial interest as a contract purchaser and is used by the individual for farm or single-family residential use only.
(b) An individual, except trainees, who performs labor or services for a well contractor in connection with the construction or decommissioning of a well at the direction and under the direct supervision and control of a licensed driller who is present at the construction site.
(c) A person licensed under the provisions of chapter 18.08 or 18.43 RCW if in the performance of duties covered by those licenses.
(2) An individual who constructs or decommissions a well without a license under this subsection shall comply with all other requirements of this chapter and rules adopted by the department. Those requirements include, but are not limited to:
(a) Well construction and decommissioning standards;
(b) Payment of well construction fees; and
(c) Notification of well construction required by RCW 18.104.048.
(3) An individual without a license may construct not more than one
well every two years under the provisions of this subsection.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-162-050, filed 4/6/88; Order DE 73-10, 173-162-050, filed 6/29/73.]
NEW SECTION
WAC 173-162-055 What types of drilling licenses are available? Five types of drilling licenses are available:
(1) Water well drilling training license.
(2) Resource protection well drilling training license.
(3) Resource protection well drilling license.
(4) Water well drilling license.
(5) Conditional drilling licenses for water or resource protection
well drilling.
[]
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-162-060 ((License required--Qualifications for licensing.))
How do you qualify for each license? ((A person shall be qualified to
receive a license if he:
(1) Has made application to the department and has paid a twenty-five dollar application fee.
(2) Has passed a written examination, except that a person who can
establish his illiteracy to the satisfaction of the department shall be
entitled to an oral examination in lieu of a written examination.
(3) Has at least two years of field experience with a licensed well
driller or one year of field experience and an equivalent of at least one
school year of qualifying educational training. The qualifying
educational training should include the following studies, in combination
with field demonstration and experience for the minimum amount of hours
shown:
(a) Ground water geology and hydrology - fifty-five hours;
(b) Well design and construction - fifty-five hours;
(c) Records and business basics - twenty-two hours;
(d) History of methods of drilling - twenty-two hours;
(e) Welding - one hundred ten hours; and
(f) Well drilling experience - four hundred fifty-nine hours.
These criteria must have official documentation by state or
nationally approved institutions of higher learning.)) (1) Training
licenses.
(a) You are qualified to receive either a water or a resource protection training license if you:
(i) Submit a completed application to the department on forms provided by the department and pay the department a twenty-five dollar application fee; and
(ii) Have completed at least six hundred hours of drilling experience working under the direct supervision of a licensed driller who has held a Washington state water and/or resource protection well drilling license for at least three years; and
(iii) Have obtained six continuing education units as approved by the department; and
(iv) Pass a written examination as provided for in RCW 18.104.080; and
(v) Pass an on-site examination by the department; and
(vi) Present a statement by a person or persons licensed under this chapter, other than a trainee, signed under penalty of perjury as provided in RCW 9A.72.085, verifying that:
(A) The applicant has acquired a minimum of six hundred hours of field experience required under this chapter; and
(B) The driller has assumed liability for any and all well construction activities of the applicant while the applicant was gaining his/her six hundred hours of field experience. The driller shall only be liable for work performed under their direct supervision and control; and
(C) A licensed driller, except a trainee, assumes liability for any and all well construction activities of the trainee accomplished under the driller's control and as recorded and initialed by the licensed driller in the trainee's daily drilling log; and
(vii) An applicant who has gained drilling experience under more than one driller shall submit a statement from each driller. It is not necessary to accumulate all qualifying experience under one driller; and
(viii) Field experience for which a statement of verification and liability cannot be obtained, shall not be used as qualifying experience under this section.
All statements shall be entered on forms provided by the department.
(b) A person with either a resource protection or a water well training license may construct only those types of wells for which they are licensed without being under the direct supervision of a licensed driller provided:
(i) A licensed driller is available by radio, telephone, or other means of communication; and
(ii) The licensed driller can reach the drill site within one hour.
(c) As a trainee, you shall maintain a daily drilling log identifying all work accomplished that day. The log shall remain in the possession of the trainee at all times and shall be reviewed and initialed daily by the responsible licensed driller. The drilling log shall be available for review by department and county officials that have received delegated authority as provided in RCW 18.104.043.
(d) The work performed and initialed in this drilling log may be used in your application for a license under the training program completed licensing category of this chapter.
(e) All verifiable work performed by a trainee under the control of a licensed driller may be carried over to subsequent driller(s) who assume liability for the trainee.
(2) Water well or resource protection well drilling licenses.
A person shall be qualified to receive either a water or resource protection well driller's license if you meet the requirements of one of the following categories:
(a) New applicant category.
Applicants who have never held a well drilling license qualify if they:
(i) Submit a completed application to the department on forms provided by the department and pay the department a twenty-five dollar application fee; and
(ii) Submit proof that they have the following field experience and educational training:
(A) Five thousand four hundred hours of drilling experience under the direct supervision of a licensed well driller; and
(B) Thirty-two continuing education units; and
(iii) Pass a written examination as provided for in RCW 18.104.080.
Note: The department shall evaluate and approve all field experience and educational training. If your qualifying field experience under this section is from another state, the
department may require an on-site examination.
(b) Training program completed category.
Applicants shall have completed their training program and will be qualified to receive a drilling license if they have:
(i) Submitted a completed application to the department on forms provided by the department and paid the department a twenty-five dollar application fee; and
(ii) Submitted proof of working experience as a licensed trainee under the provisions of this chapter for at least three thousand six hundred hours; and
(iii) Obtained fourteen continuing education units as approved by the department while working under the training program.
(c) Licensed experience category.
(i) Applicants who have never held a drilling license in Washington qualify if they have:
(A) Submitted a completed application to the department on forms provided by the department and paid the department a twenty-five dollar application fee; and
(B) A valid water well drilling license, or equivalent, in another state and can show proof that the license has been held for a period of three years. The department shall evaluate and approve all experience acquired by out-of-state licensed drillers; and
(C) Obtained thirty-two continuing educational units as approved by the department; and
(D) Passed a written examination as provided for in RCW 18.104.080; and
(E) Passed an on-site examination by the department. The on-site examination may be waived by the department.
(ii) Individuals, other than trainees, whose Washington drilling license has been suspended, revoked, or whose license has been expired for more than thirty calendar days shall apply for a new license. These individuals qualify to receive a license if:
(A) The terms of the order of suspension or revocation have been met; and
(B) They submit a completed application to the department on forms provided by the department and pay the department a twenty-five dollar application fee; and
(C) They have obtained seven continuing educational units for each year or portion of a year the license has been revoked, suspended, or expired; and
(D) They pass a written examination as provided for in RCW 18.104.080; and
(E) They pass an on-site examination by the department; and
(F) The on-site and/or written examination(s) may be waived by the department.
(iii) Proof of drilling experience shall be submitted with the application for license. Proof of drilling experience may include drilling logs, federal or state tax records; employment records; or other records acceptable to the department.
(3) Conditional license.
(a) A conditional license may be issued to a former licensee to comply with an order to correct a problem with a well. The terms of the license shall detail the extent and limitations placed on the holder. This may include limitations of work to be completed on a specific well, license expiration, and any other limitation set by the department.
(b) A conditional license cannot be issued to a person who has never
held a driller's license issued under the provisions of this chapter.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-162-060, filed 4/6/88; Order DE 73-10, 173-162-060, filed 6/29/73.]
AMENDATORY SECTION (Amending Order DE 73-10, filed 6/29/73)
WAC 173-162-070 What application((s and)) fees((.)) are required?
((Applications for license or renewal of license shall be submitted on
forms provided by the department.
(1) An application fee of twenty-five dollars made payable to the
department must be submitted with each application for license.
(2) A renewal fee of ten dollars made payable to the department must
be submitted with each application for renewal of license.)) Application
fees are twenty-five dollars for each drilling or training license.
[Order DE 73-10, 173-162-070, filed 6/29/73.]
NEW SECTION
WAC 173-162-075 How often do I need to renew my license? (1) Licenses issued under this chapter, except a training license, shall be renewed every two years.
(2) A training license shall be valid for a period of two years from
the time it was originally issued. A training license cannot be renewed.
However, a one-time extension may be granted upon showing of good cause
by the trainee. The limit of the extension shall be no longer than
twelve months and will be evaluated on a case-by-case basis.
[]
AMENDATORY SECTION (Amending Order DE 73-10, filed 6/29/73)
WAC 173-162-080 ((Examinations--Time and place.)) What are the
conditions and cost of renewing a drilling license? ((Examinations shall
be held at such times and places as may be determined by the department,
but not later than thirty days after a completed application with
appropriate fee has been received and accepted by the department;
provided that in the case where an application is received after an
examination has been scheduled and there is either insufficient time for
the department to duly notify the applicant of the time and place of the
examination or the applicant is unable to take the examination at the
scheduled time, the thirty day period will start from the scheduled
examination date; provided further, however, that if an examination is
not taken within ninety days after the initial receipt of the application
in the department, the application shall be voided and the application
fee forfeited.)) (1) Each renewal applicant shall:
(a) Submit a completed application on forms provided by the department; and
(b) Show proof that they successfully completed fourteen continuing education units during the past twenty-four months of the license term; and
(c) Pay a twenty-dollar renewal fee for each license they wish to renew; and
(d) Training licenses will be allowed a one time extension. A twenty-dollar fee will be charged for the extension.
(2) If you fail to submit a completed application for renewal, the license shall expire at the end of its effective term. A complete application includes the submission of the renewal fee and proof of completion of the required continuing education.
(3) If your license has been expired for more than thirty calendar days, you must apply for a new license as provided in this chapter. If your license has been expired for less than thirty calendar days, you may renew your license.
(4) The department may refuse to renew a license if the licensee has not complied with an order issued by the department or has not paid a penalty imposed under RCW 18.104.155, unless the order or penalty is under appeal.
(5) Drillers shall not construct or decommission a well after their
license has expired.
[Order DE 73-10, 173-162-080, filed 6/29/73.]
NEW SECTION
WAC 173-162-085 Continuing education. Ecology, with the assistance of the technical advisory group, shall develop and administer a program for continuing education for the purpose of ensuring continued professional growth and competency of licensed drillers.
(1) What is continuing education?
Continuing education is your opportunity to gain additional knowledge into subjects that directly relate to the drilling profession. It is designed to enhance your drilling skills, keep you informed on technological advances, and keep you informed on current state and local regulations. The ultimate goal is to ensure the highest quality of professional drilling. Continuing education is required of every person applying for a drilling license and for every driller renewing a drilling license.
(2) How do I obtain the required continuing education credit?
(a) Continuing education may be obtained from a number of sources. The department as well as other state and local agencies may provide continuing education classes. Additionally, private organizations or individuals may also present approved classes for credit.
(b) The primary ways to receive credits will be:
(i) Attend and/or successfully complete classes, courses, workshops, or seminars that have been preapproved for credit; and/or
(ii) Have the class, course, workshop, or seminar you plan on attending or have attended evaluated by the technical advisory group and approved by the department for credit; and/or
(iii) Completion of correspondence courses will be considered and evaluated on a case-by-case basis.
(3) How will credit be assigned?
(a) The technical advisory group shall evaluate all courses, classes, workshops, or seminars and recommend assignment of continuing education credits. Their evaluation shall be reviewed by the department for approval.
(b) The following criteria shall be utilized to evaluate and assign credit:
(i) Course agenda and how well the subject relates to the business, technical, and/or regulatory aspects of well drilling and to the knowledge, skills, and abilities required in the well drilling profession.
(ii) Subject(s) difficulty.
(iii) Instructor qualifications.
(iv) Student course evaluations may be utilized to assign credit to courses.
(c) Course sponsors may have their courses preapproved by submitting a request to the department on forms provided by the department.
(d) Individuals planning on attending or who have attended classes, courses, workshops, or seminars that were not preapproved for credit must request a course evaluation and credit approval through the department on forms provided by the department.
(e) All courses, classes, workshops, or seminars must be open to anyone who wants to attend. This does not preclude a provider from imposing reasonable requirements for attendee's such as fees and providing their own safety equipment.
(4) What types of general topics, workshops or seminars will be accepted?
(a) General subject areas include: Occupational health and safety; business and office skills; interpersonal skills; technical aspects associated with drilling; and other subject areas approved by the department.
(b) Workshops, seminars, classes, or courses conducted by professional associations, governmental agencies, private businesses, and individuals, may be accepted, provided the subject(s) meets the provisions of this chapter.
(5) How do I get credit for participating in a continuing education program?
(a) A person is qualified to receive continuing education credit upon showing proof of attendance at an approved class, course, workshop, or seminar.
(b) Proof includes: Certificates of completion; transcripts; attendance rosters; diplomas; or other documents approved by the department.
(6) General information on continuing education:
(a) Credits received during a renewal period that are in excess of the requirements cannot be used for any succeeding years. EXAMPLE: A driller earning 20 continuing educational credits during their two-year renewal period cannot apply the six credits towards a future renewal.
(b) Credits shall not be assigned to courses, workshops, classes, or seminars attended prior to July 1, 1993.
(c) Proof of obtaining continuing education credits must be accepted
by the department prior to license renewal or an application being
finalized. It is the drillers/trainees responsibility to track and
maintain records of their continuing education credits.
[]
AMENDATORY SECTION (Amending Order DE 73-10, filed 6/29/73)
WAC 173-162-090 ((Examinations--Notification of examinations.))
When and where are the written examinations given? ((Upon receipt of a
properly completed application, the department shall notify the applicant
of the date, time and place of the next scheduled examination. All
incomplete application forms will be returned for completion. The
applicant should notify the department if the examination schedule cannot
be met and the reasons therefor.)) (1) Examinations are held at such
times and places as may be determined by the department, but not later
than thirty days after the department accepts the completed application
package consisting of:
(a) A completed application form with appropriate fee; and
(b) Proof of required continuing education; and
(c) Proof of required drilling experience.
(2) Upon receipt of a completed application package, the department shall notify you of the date, time and place of the next scheduled written examination. You shall notify the department if you cannot meet the examination schedule. Your notice shall include the reason(s) why you cannot meet the schedule.
(3) If your application package is received after an examination has been scheduled and there is either insufficient time for the department to notify you of the time and place of the examination or you are unable to take the examination at the scheduled time, the thirty-day period will start from the scheduled examination date.
(4) However, you must take your written examination within ninety
days after your application package is accepted by the department. After
ninety days, your application package shall be voided and the application
fee forfeited.
[Order DE 73-10, 173-162-090, filed 6/29/73.]
NEW SECTION
WAC 173-162-095 What should I know about the written examinations? (1) The written examinations for licenses issued under this chapter are prepared, administered, and evaluated by the department.
(2) The examinations are prepared to test the knowledge and understanding of the following subjects:
(a) Washington ground water laws as they relate to well construction and decommissioning;
(b) Sanitary standards for well drilling and construction of wells;
(c) Types of well construction and decommissioning;
(d) Drilling techniques, tools and equipment;
(e) Geology (including soil and rock description) as it relates to well construction;
(f) Rules and regulations of the department relating to well construction, test pumping, and equipment maintenance;
(g) Preparation of intent forms, well reports, and requests for variances;
(h) Township and range location system as it relates to location of wells;
(i) Basic ground water hydraulics as it relates to well construction and protection of the resource; and
(j) Rules and regulations of the Washington state department of
health relating to source approval and source protection of public
drinking water systems.
[]
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-162-100 ((Examinations--Type of examinations.)) When will
I be notified of the results of my written examination? ((The
examinations shall be prepared, administered and evaluated by the
department. They shall be broken down into sections including a basic
general category and specialist categories including but not necessarily
limited to cable tool, rotary, driven and dug well construction
technology. The examination shall be prepared to test the knowledge and
understanding of the following subjects:
(1) Washington ground water laws as they relate to well
construction;
(2) Sanitary standards for water well drilling and construction of
water wells;
(3) Types of well construction;
(4) Drilling tools and equipment;
(5) Underground geology as it relates to well construction;
(6) Rules and regulations of the department and the department of
social and health services relating to well construction;
(7) Preparation of well reports;
(8) Township and range location system as it relates to location of
wells; and
(9) Basic ground water hydraulics as it relates to well
construction.)) The department shall notify you of your test results
within ten days after the examination.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-162-100, filed 4/6/88; Order DE 73-10, 173-162-100, filed 6/29/73.]
AMENDATORY SECTION (Amending Order DE 73-10, filed 6/29/73)
WAC 173-162-120 ((Examinations--Notification of examination
results.)) What should I know about on-site examinations? ((The
department shall make a determination of the applicant's qualifications
for a license within ten days after the examination and notify said
applicant of the results within ten days after such determination.)) (1)
You must pass the written exam before you can take the on-site exam.
(2) If you are required to take an on-site examination you will receive an authorization form along with the confirmation of your written test results. This form must be submitted to the on-site test provider prior to taking your test. A list of the on-site providers will also be included with your test results.
(3) You will be responsible to select an authorized provider. An exam fee may be charged by the provider.
(4) You and the examiner will schedule a mutually agreed upon time and place for the on-site exam, which shall be no later than ninety days after receipt of your written test results.
(5) You shall notify the department if you cannot meet the examination schedule and the reasons why you cannot meet the schedule. Acceptable reasons for rescheduling exams may include: Weather; availability of testers; or health problems.
(6) Failure to complete the on-site exam within ninety days may result in having to reapply and reschedule another on-site exam.
(7) You and the examiner will arrange for all the equipment, materials, and location for the on-site examination.
(8) The provider shall submit the results of the exam to the
department within ten days. The department shall report the exam results
to you within twenty days of taking the exam.
[Order DE 73-10, 173-162-120, filed 6/29/73.]
NEW SECTION
WAC 173-162-127 What will the on-site test consist of? The on-site examination shall test the applicants field skills and knowledge in the following areas:
(1) Safety.
(2) General knowledge of equipment operation.
(3) Equipment maintenance.
(4) Drilling knowledge.
(5) Well development.
(6) Implementation of the construction standards under chapter 173-160 WAC.
(7) Other skills and knowledge as may be required by the department.
[]
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-162-130 ((Licenses--General.)) If I fail an exam, may I
take a retest? ((It is the intent of the department in its
implementation of the licensing phase of the Washington Water Well
Construction Act to effect a smooth transition of this requirement into
the well construction industry without causing undue hardship on
individuals and/or businesses whose livelihood is dependent upon
continuing work in this field.)) (1) If you fail the written or on-site
exam, you shall not be entitled to take the examination, or any parts of
the examination for a period of thirty days from the date of your
original examination.
(2) If you failed to pass the written exam, you are considered a new applicant in all respects.
(3) If you fail the on-site exam, you will be required to arrange a retest after a thirty-day waiting period. You will not be required to retake the written exam.
(4) The provider may charge a reexamination fee.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-162-130, filed 4/6/88; Order DE 73-10, 173-162-130, filed 6/29/73.]
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-162-140 ((Licenses--Unconditional license.)) What are the
requirements to become an on-site testing provider? ((An applicant who
has passed the basic general examination and all specialist categories
shall be granted a well construction operators license without any
restrictions or conditions.)) (1) To qualify to be an on-site testing
provider you must:
(a) Be a Washington state licensed driller in good standing; and
(b) Have held that Washington state drilling license for a period of five years; and
(c) Not have been issued an order or penalty under chapter 18.104 RCW, except for failure to renew a license; and
(d) Pass an evaluation of your drilling expertise provided by the department; and
(e) Enter a written agreement with the department which will describe the scope, duties, and responsibilities of the on-site testing provider.
(2) All agreements will be evaluated on an annual basis and renewed
upon approval of the department.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-162-140, filed 4/6/88; Order DE 73-10, 173-162-140, filed 6/29/73.]
NEW SECTION
WAC 173-162-165 Grandfather clause--(Expires June 30, 2000.) (1) If you held a valid driller's license in 1997 issued under this chapter you may apply to renew your license in 1998 by submitting an application, choosing the type (resource or water well) of license, and paying the application fee under this chapter. The term of this license shall be two years.
(2) Following the issuance of the one time "grandfather" license, all subsequent license renewals will require that you to meet all the terms of this chapter.
(3) If you held a valid driller's license before July 1, 1993, you may obtain a resource protection license by:
(a) Submitting an application; and
(b) Paying a twenty-five dollar fee; and
(c) Showing proof of at least 600 hours of resource protection well drilling experience.
(4) Proof of experience shall consist of drilling reports or start notices showing you were the driller of record on at least fifteen resource protection wells. Other proof will be evaluated and approved by the department on a case-by-case basis.
(5) If you were working towards obtaining a drilling license but have acquired less than twelve months of drilling experience prior to the effective date of this chapter, you must request to have your education and experience evaluated by the department. Your request must show proof that you started working towards a drilling license prior to the effective date of this regulation, and that you have been diligently and continuously working towards obtaining a drilling license since you started. Proof shall consist of tax records, pay statements, or other documentation showing that you were under the supervision of a licensed driller.
You may chose to apply your education and experience towards the requirements of any license under this chapter.
(6) For individuals who have obtained at least twelve months of drilling experience under a licensed driller prior to the effective date of this regulation, shall be qualified to receive a drilling license after they have:
(a) Completed a total of twenty-four months of drilling experience under a licensed driller; and
(b) Submitted a complete application to the department; and
(c) Paid a twenty-five dollar fee; and
(d) Passed a written and on-site exam.
(7) The on-site exam may be waived by the department.
[]
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-162-190 ((Well contractors--Responsibilities.)) What are
the responsibilities of well contractors and their agents? ((The well
contractor shall be responsible for appointment of a "liaison
representative." Any change of "liaison representative" must be
immediately reported to the department in order to assure continuity of
communication.)) (1) The well contractor shall be responsible for
designating an agent to represent its dealing with the department.
(2) The agent must be a Washington state licensed driller other than a trainee.
(3) The agent shall notify the department of all licensed drillers and trainees who are working for the well contractor.
(4) Notification shall be made within ninety days of enactment of this regulation.
(5) After the initial notification, the agent shall notify the department of all terminations and new hires within thirty days.
(6) The well contractor shall notify the department within thirty
days of making any change of agent.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-162-190, filed 4/6/88; Order DE 73-10, 173-162-190, filed 6/29/73.]
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-162-200 ((Enforcement.)) What are the department of
ecology's enforcement options? In enforcement of this chapter, the
department of ecology may impose ((such)) the sanctions ((as)) that are
appropriate under authorities vested in it, including but not limited to
the issuance of regulatory orders under RCW 43.27A.190, civil penalties
under RCW 90.03.600 and 18.104.155, and criminal penalties under RCW
18.104.160.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-162-200, filed 4/6/88.]
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-162-210 ((Appeals.)) Can I appeal enforcement actions?
Yes, you can appeal the department of ecology's decision to the pollution
control hearings board. All final written decisions of the department
of ecology pertaining to permits, regulatory orders, and related
decisions made ((pursuant to)) under this chapter shall be subject to
review by the pollution control hearings board in accordance with chapter
43.21B RCW.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-162-210, filed 4/6/88.]
REPEALER
The following section of the Washington Administrative Code is
repealed:
WAC 173-162-170 Retaking examination.
((PART ONE--GENERAL)) REQUIREMENTS THAT APPLY TO ALL WELLS
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-160-010 ((Purpose.)) What is the purpose of this
regulation? (((1) These regulations are adopted pursuant to chapter
18.104 RCW, in order to establish minimum standards for the construction
of all wells in the state of Washington. These regulations establish
minimum construction standards for two classes of wells; water supply
wells and resource protection wells. Water supply wells include wells
used to appropriate water for beneficial purposes, cased dewatering
wells, and test wells. Resource protection wells include: Monitoring
wells, observation wells, piezometers, geotechnical test borings, and
spill response wells.
(2) Provisions of Part One shall apply to all wells. Provisions of
Part Two shall apply to water supply wells. Provisions of Part Three
shall apply to resource protection wells.
(3) The following are excluded from these regulations:
(a) Excavations that are not used to locate, divert, artificially
recharge, or withdraw ground water.
(b) Post holes.
(c) Landfill gas extraction wells.
(d) An excavation for the purpose of obtaining or prospecting for
oil, natural gas, minerals, products of mining, quarrying, inserting
media to repressure oil or natural gas bearing formations, storing
petroleum, natural gas, or other products, as provided in chapter 78.52
RCW.
(e) Injection wells, such as stormwater disposal or recharge wells
regulated in chapter 173-218 WAC.
(f) Cathodic protection wells.
(g) Uncased wells used for dewatering purposes in construction work,
and other uncased excavations, such as uncased geotechnical test borings.
However, the provisions of WAC 173-160-055, 173-160-010(4), and 173-160-420 shall apply.
(h) Infiltration galleries, trenches, ponds, pits, and sumps.
(4) Pursuant to chapter 90.48 RCW, those excavations excluded in
subsection (3)(a) through (h) of this section shall be constructed and
abandoned to ensure protection of the ground water resource and to
prevent the contamination of that resource.)) (1) These regulations are
adopted under chapter 18.104 RCW, to establish minimum standards for the
construction and decommissioning of all water and resource protection
wells in the state of Washington.
(2) The following are excluded from these regulations and chapter 173-162 WAC:
(a) Any excavation that is not intended to locate, divert, artificially recharge, observe, monitor, dewater, or withdraw ground water for agricultural, municipal, industrial, domestic, or commercial use except resource protection wells.
(b) Any excavation for the purpose of obtaining or prospecting for oil, natural gas, minerals, products of mining, quarrying, inserting media to repressure oil or natural gas bearing formations, storing petroleum, natural gas, or other products, as provided in chapter 78.52 RCW.
(c) Injection wells regulated in chapter 173-218 WAC.
(d) Infiltration or exfiltration galleries, trenches, ponds, pits, and sumps.
(3) Under chapter 90.48 RCW, those excavations excluded in
subsection (2)(a) through (d) of this section shall be constructed,
maintained, and decommissioned to ensure protection of the ground water
resource and to prevent the contamination and waste of that resource.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-160-010, filed 4/6/88; Order 73-6, 173-160-010, filed 4/30/73.]
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-160-020 ((General.)) How do I apply for a variance? ((The
following minimum standards shall apply to all wells constructed in the
state of Washington. It is the responsibility of the water well contractor and the property owner to take whatever measures are necessary to
guard against waste and contamination of the ground water resources.
(1) It will be necessary in some cases to construct wells with
additional requirements beyond the minimum standards. Additional
requirements are necessary when the well is constructed in or adjacent
to a source of contamination. Sources of contamination include, but are
not limited to, the following: Septic systems, lagoons, landfills,
hazardous waste sites, salt water intrusion areas, chemical storage
areas, and pipelines.
(2) When strict compliance with these regulations is impractical,
the well contractor or driller shall make application to the department
for approval of comparable alternative specifications (a variance) prior
to the work being done. The department shall authorize or deny a
variance request within fourteen days of receipt of a written request.
In an emergency, a public health emergency, or in exceptional instances,
the department will allow verbal notification to the appropriate regional
office, with a written request follow-up.)) (1) When strict compliance
is impractical, any person may request a variance to the department from
a regulation or regulations. The application for variance must propose
a comparable alternative specification that will provide equal or greater
human health and resource protection than the minimum standards.
Application for a variance shall be made in writing and approved prior
to the construction or decommissioning of the well.
(2) The variance application shall contain at least the following information:
(a) Name, address, and phone number of the person requesting the variance;
(b) Address of well site;
(c) 1/4, 1/4, section, township, range;
(d) The specific regulation(s) that cannot be followed;
(e) The comparable alternative specification;
(f) Justification for the request.
(3) The variance application will be evaluated, and a response will be given within fourteen days. In a public health emergency or other exceptional circumstance, verbal notification for a variance may be given. An emergency usually consists of a well failure resulting in a dry well or an unusable well. Driller convenience does not constitute an emergency.
(4) The emergency variance recipient must immediately follow up with a written notification to the department so that a permanent record is made of the variance.
(5) Local health districts or counties with delegated authority may
grant variances under the provision chapter 18.104 delegated authority.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-160-020, filed 4/6/88; Order 73-6, 173-160-020, filed 4/30/73.]
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-160-030 ((Definitions.)) When will this regulation be
reviewed? ((As used in this chapter:
(1) "Abandoned well" is a well which has been filled or plugged so
it is rendered unproductive. A properly abandoned well will not produce
water nor serve as a channel for movement of water.
(2) "Access port" is a 1/2- to 2-inch tapped hole or tube equipped
with a screw cap, which provides access to the inner casing, for
measurement of the depth to water surface.
(3) "Annular space" is the space between the surface or outer casing
and the inner casing, or the space between the wall of the drilled hole
and the casing.
(4) "Aquifer" is a geologic formation, group of formations, or part
of a formation capable of yielding a significant amount of ground water
to wells or springs.
(5) "Artesian well" is a well tapping an aquifer bounded above and
below by impermeable beds or beds of distinctly lower permeability than
the aquifer itself. The water will rise in the well above the point of
initial penetration (above the bottom of the confining or impermeable
layer overlying the aquifer). This term includes both flowing and nonflowing wells.
(6) "Artificial gravel pack" is a mixture of gravel and/or sand
placed in the annular space around the well screen. A gravel pack is
used to reduce the movement of finer material into the well reduce the
movement of finer material into the well, increase the well yield and
provide lateral support to the screen in unstable formations.
(7) "Artificial recharge" is the addition of water to an aquifer by
activities of man, such as irrigation or induced infiltration from
streams, or injection through wells.
(8) "Bentonite" is a mixture of swelling clay minerals,
predominantly sodium montmorillonite.
(9) "Capped well" is a well that is not in use and has a watertight
seal or cap installed on top of the casing.
(10) "Casing" is a pipe, generally of metal or plastic, which is
installed in the bore hole to maintain the opening.
(11) "Curbing" is a liner or pipe made of concrete, precast tile or
steel installed in dug wells to provide a space between the well bore and
the liner for sealing.
(12) "Consolidated formation" means any geologic formation in which
the earth materials have become firm and coherent through natural rock
forming processes. Such rocks commonly found in Washington include
basalt, granite, sandstone, shale, conglomerate, and limestone. An
uncased drill hole will normally remain open in these formations.
(13) "Contamination" is an impairment of natural ground water
quality by biological, chemical, physical, or radiological materials
which lower the water quality to a degree which creates a potential
hazard to the environment, public health, or interferes with a beneficial
use.
(14) "Department" means the department of ecology.
(15) "Disinfection" is the use of chlorine, or other disinfecting
agent or process approved by the department, in sufficient concentration
and contact time adequate to inactivate coliform or other indicator
organisms.
(16) "Domestic water supply" is any water supply serving one or more
single family residences.
(17) "Drawdown" is the measured difference between the static water
level and the water level induced by pumping.
(18) "Drilled well" is a well in which the hole is usually excavated
by mechanical means such as rotary, cable tool, or auger rigs.
(19) "Driven well" is a well constructed by joining a "drive point"
to a length of pipe, then driving the assembly into the ground.
(20) "Dug well" is a well generally excavated with hand tools or by
mechanical methods. The side walls may be supported by material other
than standard weight steel casing.
(21) "Filter pack" means clean, well rounded, smooth, uniform, sand
or gravel, which is placed in the annulus of the well between the
borehole wall and the well screen to prevent formation material from
entering the well.
(22) "Formation" means an assemblage of earth materials grouped
together into a unit that is convenient for description or mapping.
(23) "Geotechnical test boring" means any temporary cased borehole
completed primarily for the purpose of obtaining geologic, or
geotechnical data about subsurface soil or rock conditions, and/or for
determining ground water levels.
(24) "Grout" is a fluid mixture of cement, bentonite, and water used
to seal the annular space around or between well casings, or to fill and
seal abandoned wells.
(25) "Impermeable" is a descriptive term for earth materials which
have a texture or structure that does not permit fluids to perceptibly
move into or through its pores or interstices.
(26) "Licensee" is any person who is licensed as a well contractor
pursuant to the provisions of this act and these rules.
(27) "Liner" means any casing, screen, or other device inserted into
a larger casing, screen, or open hole as a means of sealing off
undesirable material or maintaining the structural integrity of the well.
(28) "Landfill gas extraction well" is a well used to withdraw gas
from an unsaturated zone.
(29) "Monitoring well" is a well designed to obtain a representative
ground water sample and/or to measure the water level elevation over the
screened interval.
(30) "Observation well" is a well designed to measure the depth to
the water table. An observation well is screened across the water table
and usually is installed in unconfined aquifers.
(31) "Operator" is any person employed by a well contractor or self-employed as a contractor-operator for the control and supervision of well
construction or for the operation of well construction equipment.
(32) "Permeability" means the case with which a porous material
allows liquid or gaseous fluids to flow through it. For water, this is
usually expressed in units of centimeters per second and termed hydraulic
conductivity. Soils and synthetic liners with a permeability for water
of 1 x 107 cm/sec or less may be considered impermeable.
(33) "Piezometer well" is a well designed to measure the hydraulic
potential (water level elevation) at a specific point in the subsurface.
A piezometer has a short screen that is positioned entirely beneath the
water table.
(34) "Pressure grouting" is a method of forcing grout into specific
portions of a well for sealing purposes.
(35) "PTFE" means polytetrafluoroethylene casing materials (such as
teflon) and is not an endorsement for any specific PTFE product.
(36) "Public water supply" is any water supply intended or used for
human consumption or other domestic uses, including source, treatment,
storage, transmission and distribution facilities where water is
furnished to any community, collection or number of individuals,
available to the public for human consumption or domestic use, excluding
water supplies serving one single family residence.
(37) "Puddling clay" is a mixture of at least fifty percent
bentonite and fine sand material which seals out or retards the movement
of water.
(38) "PVC" means polyvinyl chloride a type of thermoplastic casing.
(39) "Resource protection wells" mean monitoring wells, observation
wells, piezometers and spill response wells, and cased geotechnical test
borings.
(40) "Spill response well" is any well used to capture or recover
any spilled or leaked fluid which has the potential to, or has
contaminated the ground water.
(41) "Static water level" is the vertical distance from the surface
of the ground to the water level in a well when the water level is not
effected by pumping or free flow.
(42) "Temporary surface casing" is a length of casing (at least four
inches larger in diameter than the permanent casing) which is temporarily
installed during well construction to maintain the annular space.
(43) "Test well" is a well (either cased or uncased), constructed
to determine the quantity of water available for beneficial uses
identifying underlying rock formations (lithology), and to locate optimum
zones to be screened or perforated.
If a test well is constructed with the intent to withdraw water for
beneficial use, it must be constructed in accordance with the minimum
standards for water supply wells, otherwise they shall be constructed in
accordance with the minimum standards for resource protection wells.
(44) "Tremie tube" is a small diameter pipe used to place grout,
filter pack material, or other well construction materials in a well.
(45) "Unconsolidated formation" means any naturally occurring,
loosely cemented or poorly indurated earth material including such
materials as uncompacted gravel, sand, silt and clay. Alluvium, soil,
and overburden are terms frequently used to describe such formations.
(46) "Water supply well" means any well that is used to withdraw,
dewater, or recharge ground water.
(47) "Well" means and includes any excavation that is drilled,
cored, bored, washed, driven, dug, jetted, or otherwise constructed when
the intended use of an excavation is for the location, diversion,
artificial recharge, or withdrawal of ground water. Well includes water-supply well and resource protection well. Well does not mean excavations
excluded in WAC 173-160-010(3).
(48) "Well contractor" means any person, firm, partnership,
copartnership, corporation, association, or other entity engaged in the
business of constructing wells.
(49) "Well driller" is synonymous with "operator."
(50) "Well rig" is any power driven, percussion, rotary, boring,
digging, jetting or auguring machine used in the construction of a
well.)) (1) The department of ecology shall initiate review of the rules
established in this chapter:
(a) When new information, changing conditions, or statutory modifications make it necessary to consider revisions; or
(b) When statutes require the review of this regulation, whichever comes first.
(2) The technical advisory group (TAG) established under chapter
18.104 RCW shall assist the department in the development and revision
of rules.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-160-030, filed 4/6/88; Order 73-6, 173-160-030, filed 4/30/73.]
AMENDATORY SECTION (Amending Order 91-27, filed 11/19/91, effective
12/20/91)
WAC 173-160-040 ((Permit.)) How does this regulation relate to
other authorities? ((As provided in RCW 90.44.050, no well shall be
constructed if a withdrawal of more than five thousand gallons a day or
irrigation of more than one-half acre of noncommercial lawn and garden
is contemplated, unless an application to appropriate such waters has
been made to the department and a permit has been granted.
As provided in WAC 173-548-050, no wells shall be constructed for
any purposes in subbasins closed in the Methow water resources
regulation, including those exempt from permitting under RCW 90.44.050,
unless written approval has been obtained from the department prior to
beginning well construction.)) (1) Nothing in these regulations may be
construed to waive any legal requirements of other state agencies or
local governmental entities relating to well construction to include
prior notification nor may it preclude the adoption of more stringent
minimum well construction standards by local government.
(2) Well contractors shall be familiar with all state and local well
construction requirements for their job sites prior to initiating
construction.
[Statutory Authority: Chapters 34.05, 90.54, 18.104, 90.03 and 90.44
RCW. 91-23-093 (Order 91-27), 173-160-040, filed 11/19/91, effective
12/20/91. Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order
88-58), 173-160-040, filed 4/6/88; Order 73-6, 173-160-040, filed
4/30/73.]
AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-160-050 ((Records.)) What are the department's enforcement
options? (((1) Every well contractor, within thirty days after
completion of a well, is required to submit a complete record on the
construction or alteration of the well to the department. This shall
apply to all water supply and resource protection wells. The well record
shall be made on a form provided by the department, or a reasonable
facsimile, as approved by the department.
(2) The water supply and test well record shall include the
following information, where applicable, as a minimum: Location of well
to at least 1/4, 1/4 section or smallest legal subdivision; intended use
of well; the depth, diameter, and general specifications of each well;
the depth, thickness and character of each bed, stratum or formation
penetrated by each well; and the commercial specifications of all casing,
also of each screen or perforated zone in the casing; the tested capacity
of each well in gallons per minute; for each nonflowing well, the depth
to the static water level, as measured below the land surface, and also
the drawdown of the water level at the end of the well capacity test; for
each flowing well, the shut-in pressure measured above the land surface,
or in pounds per square inch at the land surface, and such additional
factual information as reasonably may be required by the department.
(3) The well record shall be made on a form provided by the
department, or a reasonable facsimile, as approved by the department.
The resource protection well record shall include the following
information as a minimum: Project name, if appropriate; location of well
to at least 1/4, 1/4 section or smallest legal subdivision; land surface
datum; well identification number; diameter; depth, and general
specifications of each well; the depth thickness and character of each
bed, stratum or formation penetrated by each well; and commercial
specifications of all casing and screen; as-built diagram; and additional
information as required by the department.)) The department may impose
the sanctions that are appropriate under authorities vested in it,
including but not limited to:
(1) The issuance of regulatory orders under RCW 43.27A.190;
(2) Civil penalties under RCW 90.03.600 and 18.104.155; and
(3) Criminal penalties under RCW 18.104.160.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-160-050, filed 4/6/88; Order 73-6, 173-160-050, filed 4/30/73.]
NEW SECTION
WAC 173-160-061 May I appeal the department's decision? (1) Yes. All final written decisions of the department of ecology pertaining to permits, regulatory orders, and related decisions made under this chapter are subject to review by the pollution control hearings board in accordance with chapter 43.21B RCW.
(2) If you wish to appeal a decision of the department of ecology,
you must appeal it before that board.
[]
NEW SECTION
WAC 173-160-071 May I appeal decisions made by delegated authorities? (1) Yes. Any person who feels aggrieved by a decision made by a local health district or county under delegated authority may appeal the decision to the department of ecology.
(2) The appeal must be made within thirty days of receipt of the decision.
(3) An appeal to the department shall contain at least the following information:
(a) Name, address, and phone number of appealing party;
(b) Copy of the decision under appeal;
(c) A clear statement of what issues are disputed;
(d) A clear statement of what relief the appellant is seeking.
(4) The department will consider the appeal, and either affirm, reverse, or modify the decision of the delegated authority. A written response shall be provided to the applicant and the delegated authority within thirty days of the department's receipt of the appeal.
(5) The department's decision is subject to review by the pollution
control hearings board, pursuant to RCW 18.104.130.
[]
PART ONE--GENERAL REQUIREMENTS FOR WATER WELL CONSTRUCTION
NEW SECTION
WAC 173-160-101 What are the general standards that apply to all water wells? The following minimum standards apply to all water wells constructed and decommissioned in the state of Washington. It is the responsibility and liability of the water well driller who constructs the well, the property owner, and the water well contractor, to take whatever measures are necessary to guard against waste and contamination of the ground water resources.
(1) It is necessary in some cases to construct and decommission wells with additional requirements beyond the minimum standards. Additional requirements may be necessary when the well is constructed or decommissioned in or adjacent to a known, suspected, or potential source of contamination. Sources of contamination include, but are not limited to, the following:
(a) Septic systems, including proposed and reserve sites under a valid septic design: Provided, That the design has been approved for installation by a health authority;
(b) Manure, sewage, and industrial lagoons;
(c) Landfills;
(d) Hazardous waste sites;
(e) Sea/salt water intrusion areas;
(f) Chemical storage areas;
(g) Pipelines used to convey materials with contamination potential;
(h) Livestock barns and livestock feed lots; and
(i) Other sources or potential sources of contamination as defined in the department of health's inventory entitled, "Inventory of Potential Contaminant Sources in Washington's Well head Protection Areas," dated April 1995 or as revised.
(2) Nothing in these regulations limits the department's authority
to approve comparable alternative specifications for well construction
as technology in the industry develops or new and comparable methods of
construction become known to the department.
[]
NEW SECTION
WAC 173-160-111 What are the definitions of specific words as used in this chapter? (1) "Abandoned well" means a well that is unused, unmaintained, or is in such disrepair as to be unusable.
(2) "Access port" is a 1/2- to 2-inch tapped hole or tube equipped with a screw cap, which provides access to the inner casing, for measurement of the depth to water surface.
(3) "Annular space" is the space between the surface or outer casing and the inner casing, or the space between the wall of the drilled hole and the casing.
(4) "Aquifer" is a geologic formation, group of formations, or part of a formation capable of yielding a significant amount of ground water to wells or springs.
(5) "Artesian well" is a well tapping an aquifer bounded above and below by confining or impermeable rock or soil layers, or rock or soil layers of distinctly lower permeability than the aquifer itself. The water will rise in the well above the point of initial penetration (above the bottom of the confining or impermeable layer overlying the aquifer). This term includes both flowing and nonflowing wells.
(6) "Artificial gravel pack" is a mixture of gravel or sand placed in the annular space around the well screen. A gravel pack is used to reduce the movement of finer material into the well and provide lateral support to the screen in unstable formations.
(7) "Artificial recharge" is the addition of water to an aquifer by activities of man, such as irrigation or induced infiltration from streams, or injection through wells, trenches, pits, and ponds.
(8) "Bentonite" is a mixture of swelling clay minerals, predominantly sodium montmorillonite.
(9) "Capped well" is a well that is not in use and has a watertight seal or cap installed on top of the casing.
(10) "Casing" is a pipe which is installed in the bore hole to maintain the opening.
(11) "Consolidated formation" means any geologic formation in which the earth materials have become firm and cohesive through natural rock forming processes. Such rocks commonly found in Washington include basalt, granite, sandstone, shale, conglomerate, and limestone. An uncased bore hole will normally remain open in these formations.
(12) "Constructing a well" or "construct a well" means:
(a) Boring, digging, drilling, or excavating a well;
(b) Installing casing, sheeting, lining, or well screens, in a well; or
(c) Drilling a geotechnical soil boring.
"Constructing a well" or "construct a well" includes the alteration of an existing well.
(13)"Contamination" has the meaning provided in RCW 90.48.020.
(14) "Curbing" is a liner or pipe made of concrete, precast tile or steel installed in dug wells to provide an annular space between the well bore and the liner or pipe for sealing.
(15) "Decommissioning" means to fill or plug a well so that it will not produce water, serve as a channel for movement of water or pollution, or allow the entry of pollutants into the well or aquifers.
(16) "Department" means the department of ecology.
(17) "Dewatering well" means a cased or lined excavation or boring that is intended to withdraw or divert ground water for the purpose of facilitating construction, stabilizing a land slide, or protecting an aquifer.
(18) "Director" means director of the department of ecology.
(19) "Disinfection" or "disinfecting" is the use of chlorine, or other disinfecting agent or process approved by the department, in sufficient concentration and contact time adequate to inactivate coliform or other indicator organisms.
(20) "Domestic water supply" is any water supply which serves a family residence(s).
(21) "Draw down" is the measured difference between the static ground water level and the ground water level induced by pumping.
(22) "Drilled well" is a well in which the hole is usually excavated by mechanical means such as rotary, cable tool, or auger drilling equipment.
(23) "Driven well" is a well constructed by joining a "drive point" to a length of pipe, then driving the assembly into the ground.
(24) "Dug well" is a well generally excavated with hand tools or by mechanical methods. The side walls may be supported by material other than standard weight steel casing.
(25) "Filter pack" means clean, well rounded, smooth, uniform, sand or gravel, which is placed in the annulus of the well between the bore hole wall and the well screen to prevent formation material from entering the well.
(26) "Formation" means an assemblage of earth materials grouped together into a unit that is convenient for description or mapping.
(27) "Ground water" means and includes ground waters as defined in RCW 90.40.035.
(28) "Grout" is a fluid mixture of cement, bentonite, and water used to seal the annular space around or between well casings, or to decommission wells.
(29) "Impermeable" is a descriptive term for earth materials which have a texture or structure that does not permit fluids to perceptibly move into or through its pores or interstices.
(30) "Liner" means any device inserted into a larger casing, screen, or bore hole as a means of maintaining the structural integrity of the well.
(31) "Permeability" is a measure of the ease of which liquids or gas move through a porous material.
(a) For water, this is usually expressed in units of centimeters per second or feet per day. Hydraulic conductivity is a term for water permeability.
(b) Soils and synthetic liners with a water permeability of 1 x 10[-7] cm/sec or less may be considered impermeable.
(32) "Pollution" and "contamination" have the meaning provided in RCW 90.48.020.
(33) "Pressure grouting" is a method of forcing grout into specific portions of a well for sealing purposes.
(34) "PTFE" means polytetrafluoroethylene casing materials such as teflon. The use of the term teflon is not an endorsement for any specific PTFE product.
(35) "Public water supply" is any water supply intended or used for human consumption or other domestic uses, including source, treatment, storage, transmission and distribution facilities where water is furnished to any community, collection or number of individuals, available to the public for human consumption or domestic use, excluding water supplies serving one single-family residence.
(36) "PVC" means polyvinyl chloride a type of thermoplastic casing.
(37) "Static water level" is the vertical distance from the surface of the ground to the water level in a well when the water level is not effected by pumping or free flow.
(38) "Temporary surface casing" is a length of casing (at least four inches larger in diameter than the nominal size of the permanent casing) which is temporarily installed during well construction to maintain the annular space.
(39) "Test well" is a well (either cased or uncased), constructed to determine the quantity of water available for beneficial uses, identifying underlying rock formations (lithology), and to locate optimum zones to be screened or perforated. If a test well is constructed with the intent to withdraw water for beneficial use, it must be constructed in accordance with the minimum standards for water supply wells, otherwise they shall be constructed in accordance with the minimum standards for resources protection wells. A water right permit, preliminary permit, or temporary permit shall be obtained prior to constructing a test well with an anticipated withdrawal rate or testing rate that exceeds the five thousand gallon per day exemption provided under RCW 90.44.050. A "test well" is a type of "water well."
(40) "Tremie tube" is a small diameter pipe used to place grout, filter pack material, or other well construction materials in a well.
(41) "Unconsolidated formation" means any naturally occurring, loosely cemented or poorly consolidated earth material including such materials as uncompacted gravel, sand, silt and clay.
Alluvium, soil, and overburden are terms frequently used to describe such formations.
(42) "Water well" means any excavation that is constructed when the intended use of the well is for the location, diversion, artificial recharge, observation, monitoring, dewatering or withdrawal of ground water for agricultural, municipal, industrial, domestic, or commercial use.
(43) "Water well contractor" means any person, firm, partnership, copartnership, corporation, association, or other entity, licensed and bonded under chapter 18.27 RCW, engaged in the business of constructing water wells.
(44) "Well alterations" include, but are not limited to, deepening, hydrofracturing or other operations intended to increase well yields. Well alterations does not include general maintenance, cleaning, and pump replacement.
(45) "Well completion" means that construction has progressed to a point at which the drilling equipment has been removed from the site, and the well can be put to its intended use.
(46) "Well" means water wells, resources protection wells, instrumentation wells, dewatering wells, and geotechnical soil borings. Well does not mean an excavation made for the purpose of obtaining or prospecting for oil or natural gas, geothermal resources, minerals, or products of mining, or quarrying, or for inserting media to repressure oil or natural gas bearing formations, or for storing petroleum, natural gas, or other products.
(47) "Well driller" is synonymous with "operator."
[]
Reviser's note: The brackets and enclosed material in the text of
the above section occurred in the copy filed by the agency and appear in
the Register pursuant to the requirements of RCW 34.08.040.
NEW SECTION
WAC 173-160-121 What should I know about drilling wells that require water right permits? (1) As provided in RCW 90.44.050, no well, to include a test well, irrigation well, dewatering well, domestic supply well, resource protection/monitoring well, municipal well, or any other class or category of well may be constructed if a withdrawal of more than five thousand gallons a day for domestic, stock water, or irrigation of more than one-half acre of noncommercial lawn and garden is contemplated, unless an application to appropriate such waters has been made to the department and a water right permit has been granted.
(2) The licensed driller must have a copy of the water right permit or certificate on site at all times.
(3) Every well that requires a permit shall be constructed to meet the provisions of that permit. Provisions may include:
(a) Limitations on zones of completion.
(b) Special sealing requirements.
(c) Special casing and liner requirements.
(d) Other specific construction and testing details.
(4) As provided in WAC 173-548-050, no water well may be constructed for any purpose in subbasins closed by the Methow water resources regulation:
(a) Including those exempted from permitting under RCW 90.44.050;
(b) Unless written approval has been obtained from the department
prior to beginning well construction.
[]
NEW SECTION
WAC 173-160-131 What should the well owner know about water
metering? The department may require water users to measure the quantity
of water withdrawn from wells, to record water use, and/or to report the
water use information to the department. The department may develop
specific metering and reporting requirements at a future date.
[]
NEW SECTION
WAC 173-160-141 What are the requirements regarding water well reports? (1) Anyone who constructs a well is required to submit a complete report on the construction, alteration, or decommissioning of the well to the department within thirty days after completion of a well.
(a) This applies to all water wells.
(b) The water well report must be made on a form provided by the department, or a reasonable facsimile of the form, as approved by the department.
(2) Where applicable the water well report includes, at least, the following information:
(a) Owner's name; driller's/trainee's name; driller's/trainee's license number; contractor's registration number, drilling company name;
(b) Tax parcel number;
(c) Well location address;
(d) Location of the well to at least 1/4, 1/4 section or smallest legal subdivision;
(e) Unique well identification tag number;
(f) Construction date;
(g) Start notification number;
(h) Intended use of well;
(i) The well depth, diameter, and general specifications of each well;
(j) Total depth of casing;
(k) Well head elevation;
(l) Drilling method;
(m) Bit diameter;
(n) Seal material, seal location and type of placement used;
(o) Filter pack location; filter pack material used;
(p) The thickness and character of each bed, stratum or formation
penetrated by each well including identification of each water bearing
zone;
(q) Casing gauge, diameter, stickup, type of material, and length, also of each screened interval or perforated zone in the casing;
(r) The tested capacity of each well in gallons per minute;
(s) For each nonflowing well, the depth to the static water level, as measured below the land surface, and also the duration, pumping rate, and draw down of the water level at the end of the well capacity test;
(t) For each flowing well, the shut-in pressure measured above the land surface, or in pounds per square inch at the land surface; and
(u) Such additional factual information as may be required by the department.
(3) The well report must show the license number and signature of the person who constructed the well. If this is an unlicensed person, not exempted under RCW 18.104.180, the report shall show the license number and signature of the licensed driller who witnessed the drilling. Water well reports for wells constructed by trainees shall have the signature and license number of the trainee and the licensed driller.
(4) If a well report is missing, a new report may be generated.
This report shall report all physical components of the well and report
all available information in accordance with this section. The report
shall be signed by the individual collecting the physical information of
the well.
[]
NEW SECTION
WAC 173-160-151 Does the department require prior notice and fees for well constructing, reconstructing, or decommissioning a water well? (1) Yes. The property owner, owner's agent, or water well driller shall notify the department of their intent to begin well construction, reconstruction, or decommissioning procedures at least seventy-two hours before starting work.
(2) The notice of intent is submitted on forms provided by the department
and must contain the following:(a) Well owner's name;
(b) Well location; street address; county name, 1/4, 1/4 section, township, and range, and tax parcel number;
(c) Proposed use; (if the intended withdrawal requires a water right permit the permit shall be attached to the notice of intent);
(d) Approximate start and completion dates;
(e) Contractor's registration number;
(f) Driller's/trainee's name and license number; and
(g) Drilling company's name.
(3) In an emergency, a public health emergency, or in exceptional instances, the department may allow verbal notification to the appropriate regional office, with a start card written notification follow-up and payment of fee submitted within twenty-four hours. An emergency situation may consist of a failing well, or water quality issues which could result in a public health or safety concern.
(4) The notice must be accompanied by the following fees which apply to all newly constructed and reconstructed wells:
(a) The fee for one new water well, other than a dewatering well, with a top casing diameter of less than twelve inches is one hundred dollars.
(b) The fee for one new water well, other than a dewatering well, with a top casing diameter of twelve inches or greater is two hundred dollars.
(c) The combined fee for construction and decommissioning of a dewater well system shall be forty dollars for each two hundred horizontal lineal feet, or portion of horizontal lineal feet, of the dewatering well system.
(d) There is no fee for decommissioning a water well.
(5) If drilling results in an unusable well (dry hole), there is no additional fee for a second attempt, provided:
(a) A subsequent attempt at constructing a new well is made immediately; and
(b) The unusable well(s) is properly decommissioned before drilling equipment leaves the well site.
(6) The department shall be notified of all attempts to construct a well. This notification will be provided on the notice of intent to decommission form and will be submitted within twenty-four hours of the decommissioning. A well report describing the decommissioning process will be submitted to the department in accordance with this chapter.
(7) A new notice of intent and fee shall be required on any follow-up reconstruction after the drilling equipment has left the drill site.
(8) A refund shall be made on any well that has not been constructed
provided, a request is made by the person who paid the fee and is
submitted to the department within twelve months from the date the notice
and fee were received by the department. The refund request must be
submitted in writing and a copy of the notice of intent receipt must
accompany the request.
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NEW SECTION
WAC 173-160-161 How shall each water well be planned and constructed? Every well must be planned and constructed so that it is:
(1) Adapted to those geologic and ground water conditions known to exist at the well site to insure utilization of any natural protection available;
(2) Designed to facilitate the supplementary construction that may be required to provide a sufficient and safe water supply where obtainable and to conserve ground water;
(3) Capable of yielding, where obtainable, the quantity of water
necessary to satisfy the requirements the user has stated are needed and
for which the well water is intended to be used.
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NEW SECTION
WAC 173-160-171 What are the requirements for the location of the well site and access to the well? (1) The proposed water well shall be located on high ground that is not subject to flooding.
(2) It shall be protected from a one hundred year flood and from any surface or subsurface drainage capable of impairing the quality of the ground water supply.
(3) All wells shall not be located within certain minimum distances of known, suspected, or potential sources of contamination.
(a) Sources of contamination are defined in health's inventory entitled, "Inventory of Potential Contaminant Sources in Washington's Well head Protection Areas," dated April 1995 or as revised.
(b) Minimum set-back distances shall comply with local and state health regulations for group domestic water supply wells and/or other zoning requirements. For example: Wells shall be located at least fifty feet from septic tanks and tight lines, and at least one hundred from drain fields (including proposed drainfields which have been approved by a health authority), sewer lines, sewage or manure lagoons, pipelines carrying waste or contaminates or other known or suspected sources of contamination.
(c) Wells shall not be located within one thousand feet of the property boundary of any solid waste landfill.
(4) In siting a well, the driller shall consider:
(a) All local and state water well construction regulations, policies, and ordinances;
(b) Permeability of the soil or rock;
(c) Adjacent land uses;
(d) Local ground water conditions; and
(e) End use of the well.
(5) When a well is located in an area of known, proposed, or suspected contamination the water well casing and seal shall be impervious to the contaminants.
(6) When a water well is constructed adjacent to a building, it shall be located where the centerline of the well, extended vertically, will clear any projection from the building by at least five feet. Water wells shall not be located in garages or inhabited dwellings.
(7) After construction, the water well driller should strongly emphasize to the well owner, the importance of retaining good accessibility to the well to permit future inspection, maintenance, and decommissioning.
(8) All public water supply wells shall be sited by the department of health or the local health authority.
(a) Before construction begins, site approval must be obtained from the department of health, or the local health authority.
(b) The requirements of the state board of health regulation regarding public water supplies shall apply.
(c) This regulation includes but is not limited to requirements for
zones of protection, location of the well, accessibility features, and
certain construction requirements.
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NEW SECTION
WAC 173-160-181 What are the requirements for preserving the natural barriers to ground water movement between aquifers? (1) In constructing a water well, care shall be taken to preserve the natural barriers to ground water movement between aquifers.
(2) Care shall be taken to seal aquifers or strata penetrated during drilling operations which might impair water quality or result in cascading water.
(3) Water wells may not interconnect aquifers.
(4) All sealing must be permanent and prevent movement of surface, or ground water into the annular space or open hole.
(5) Sealing shall prevent the upward movement of artesian waters within the annular space around the well casing and prevent the contamination or wasting of ground water.
(6) Sealing shall prevent the movement of ground water either upward
or downward from zones that were cased off.
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NEW SECTION
WAC 173-160-191 What are the design and construction requirements for completing wells? (1) You may complete wells with screens, perforated liners or pipe, or open bottom completion. The well driller or designer shall advise the owner or the owner's representative of the most appropriate method of completion.
(2) All well components must be of sufficient strength to withstand the forces to which they are subjected during and after construction.
(3) Water wells must be completed in a manner which prevents the production of sand, silt, or turbid water.
(4) Open bottom completion is appropriate where the withdrawn waters are free of sand, silt and turbidity.
(5) Perforated pipe completion is suitable for a coarse-grained, permeable aquifer where the withdrawn waters are free of sand, silt or turbidity.
(6) Perforations above the static water level are not permitted.
(7) In-place perforations with Star, Mills knife, or similar type perforators are acceptable,
(8) Perforated pipe liners, either saw-cut, torch-cut, mill-slotted, or punched are acceptable.
(9) The use of perforated casing for working casing as the hole is being drilled is prohibited except in those cases where the contractor can, through personal experience in the particular area of drilling, attest to the sufficiency of the preperforated casing in all respects for the specific well being constructed.
(10) Pipe liners may be of steel, plastic or other suitable corrosion-resistant material.
(11) All liners must be of sufficient strength to withstand all forces exerted upon the liner material during installation and operation.
(12) Liners may be used in a natural development or gravel-packed type construction.
(13) The installation of a liner without a gravel pack is prohibited when conditions exist that will result in turbid water.
(14) Well screens and well points must be constructed of compatible corrosion-resistant material.
(a) A neoprene, or grout seal shall be fitted to the top of the well screen assembly.
(b) The bottom of the well screen shall be plugged or capped.
(c) The use of lead packers is prohibited.
(15) The alignment of the permanent casing or liner shall be sufficiently plumb and straight to allow the installation of screens, liners, pumps, and pump columns without binding or having adverse affects on the operation of the installed pumping equipment.
(a) Alignment of the well casing or bore hole shall not deviate from an alignment that would allow a twenty foot test section of pipe to be inserted to the bottom of the well without binding.
(b) The diameter of the test section of pipe shall be one nominal size smaller (per Table 1 in WAC 173-160-201) than the finished casing.
(c) For testing alignment in casing reductions, each section shall
be tested separately.
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NEW SECTION
WAC 173-160-201 What are the casing and liner requirements? (1) Proper casing must be installed in all water supply wells.
(2) The casing shall withstand the normal forces which act upon it during and after installation. It shall be resistant to the corrosive effects of the surrounding formations, earth, and water.
(3) All casing for use in potable water supply wells must be manufactured to conform to National Sanitation Foundation (NSF) Standard 14-84, or the most recent revision.
(4) Unless prior approval is obtained from the department, materials for well casings must be either steel casing as shown in Table 1 or plastic casing as shown in Table 2.
(5) Minimum specifications for steel casing and pipe for water wells shown in Table 1.
(6) Steel casing larger than twenty inches shall have a minimum wall
thickness of 0.375 inches.
TABLE 1
Minimum Specifications for Steel Casing and Pipe
nominal outside wall weight
size diameter thickness per foot
(inches) (inches) (inches) (pounds)
1.25 1.660 0.140 2.27
1.5 1.900 0.145 2.72
2.0 2.375 0.154 3.65
2.5 2.875 0.203 5.79
3.0 3.500 0.216 7.58
3.5 4.000 0.226 9.11
4.0 4.500 0.237 10.79
5.0 5.563 0.258 14.62
6.0 6.625 0.250 17.02
8.0 8.625 0.250 22.36
10 10.750 0.250 28.04
12 12.750 0.250 33.38
14 14.000 0.312 45.61
16 16.000 0.344 62.85
18 18.000 0.375 70.59
20 20.000 0.375 78.60
(7) All steel casing materials must be new or, in like-new condition, and be structurally sound.
(a) Casing that has been exposed to a contaminant shall not be used in well construction.
(b) When casing lengths are joined together, they must be connected by watertight weld or screw coupled joints.
(i) Welded joints must be at least as thick as the wall thickness of the well casing and be fully penetrating.
(ii) All steel well casing shall meet or exceed the minimum American
Society for Testing and Materials (ASTM) A-53 A or B specification for
steel pipe.
(8) Plastic casing. Plastic, fiberglass, PVC, SR, ABS, or other type of nonmetallic well casing must be manufactured and installed to conform with ANSI/ASTM F 480-81, Standard Dimension Ratio (SDR) 21 or the most recent revision.
(a) SDR is calculated by dividing the outside diameter of the pipe by the wall thickness.
(b) SDR 21 is the minimum requirement; higher pressure rated pipe may be used.
(c) All plastic casing must be installed only in an oversized drill hole without driving. The oversized hole must be a diameter at least 4 inches larger than the outside diameter of the plastic casing or coupling hubs, whichever is larger.
(d) All plastic casing must be new or, in like-new condition and clearly marked by the manufacturer showing nominal size, type of plastic material, SDR, ASTM designation, and National Sanitation Foundation (NSF) seal of approval for use in potable water supplies.
(e) Casing that has been exposed to a contaminant shall not be used in well construction.
(f) Plastic casing joints must be watertight.
(i) Either "bell" type, threaded joints, or coupling hubs are approved.
(ii) Hub couplings must be of material meeting the specifications for plastic casings as stipulated in subsection (2) of this section.
(iii) If joints are secured with solvent cement, it must be done in accordance with manufacturer's directions.
(g) Table 2 is the manufacturer's recommendations for specifications
of plastic casing.
TABLE 2
Minimum Specifications for Plastic Casing
nominal casing minimum
diameter thickness sdr
(inches) (inches)
2.0 0.13321 21
2.5 0.13721 21
3.0 0.16721 21
3.5 0.19021 21
4.0 0.21421 21
4.5 0.23621 21
5.0 0.26521 21
6.0 0.31621 21
8.0 0.41021 21
10 0.51121 21
12 0.60621 21
(9) Liner pipe must consist of steel, in new or like-new condition, being free of pits or breaks; or polyvinyl chloride (PVC), CPVC, type 1120, with SDR 21 (Class 200) or greater wall thickness. All PVC must be clearly marked to identify the type, class, and SDR.
(a) Liner pipe must be of sufficient strength to withstand breakage or collapse when the well is pumped and meet ASTM potable water standards.
(b) When installed, liner pipe shall extend or telescope at least two feet into the lower end of the well casing. If more than one string of liner pipe is installed, each string shall extend or telescope at least eight feet into the adjacent larger diameter liner pipe.
(c) Liner pipe may not be permanently fixed to a well casing below land surface.
(d) Liners may not be used in open hole construction when sand, silt
or turbidity will result.
(10) The concrete used to make curbing must consist of clean, hard and durable aggregate with not less than five sacks (ninety-four pounds per sack) of portland cement per cubic yard of concrete.
(a) The maximum diameter of aggregate particles may not exceed 1 1/2 inches, but in any case may not exceed 1/5 the minimum width of the casing thickness.
(b) The ratio of coarse aggregate to fine aggregate (passing No. 4 U.S. Standard Sieve) must be approximately 1 1/2 to 1 by volume, but in any case, may not exceed 2 to 1 nor be less than 1 to 2.
(11) The cubing shall be at least six inches thick and free of voids. The walls shall be poured in one continuous operation.
(12) When concrete tile is used to line a well the combined total
wall thickness and seal shall be a minimum of six inches.
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NEW SECTION
WAC 173-160-211 What are the recommended well diameters?
TABLE 3
Recommended Well Diameters
Anticipated Nominal Size Optimum Size Smallest Size
Well Yield of Pump Bowls of Well Casing Of Well
in gpm in inches in inches in inches
Less than 100 4 6 ID 5 ID
75 to 175 5 8 ID 6 ID
150 to 350 6 10 ID 8 ID
300 to 700 8 12 ID 10 ID
500 to 1000 10 14 OD 12 ID
800 to 1800 12 16 OD 14 OD
1200 to 3000 14 20 OD 16 OD
2000 to 3800 16 24 OD 20 OD
3000 to 6000 20 30 OD 24 OD
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NEW SECTION
WAC 173-160-221 What are the standards for sealing materials? (1) Bentonite sealant:
(a) Bentonite used to prepare slurries for sealing, or
decommissioning shall be specifically designed for this purpose. At no
time shall grout slurry contain materials that are toxic, polluting,
develop odor or color changes, or serve as a micro organism nutrient.
All bentonite slurries shall be prepared and installed according to the
manufacturer's instructions. All additives must be certified by a
recognized certification authority such as NSF. Active solids content
(bentonite) shall be twenty percent by weight or greater in all bentonite
slurries. The active solids shall be checked by using the following
formula:
Weight of bentonite (lbs.) X 100 = % solids
Weight of bentonite (lbs.) + (gallons of water x 8.33 lbs./gal)
Example: 105 lbs. of bentonite X 100 = 20% solids
105 lbs. bentonite + (50 gallons of water x 8.33 lbs./gal)
(b) Unhydrated bentonite--pelletized, granulated, powder, or chip bentonite may be used in the construction of seals or in decommissioning of wells. The bentonite material shall be specifically designed for sealing or decommissioning and be within the industry tolerances for dry western sodium bentonite. Placement of bentonite shall conform to the manufacturer's specifications. All unhydrated bentonite used for sealing or decommissioning must be free of polymers. The pour rate shall be two minutes or slower per fifty-pound bag. A tamping tool may be used during the placement of seals to break up possible bridging and firmly place the material in the annulus. Unhydrated bentonite must be hydrated as it is being placed throughout the sealing or decommissioning operation.
(2) Cement sealants:
(a) Neat cement consists of either portland cement types I, II, III, or high-alumina cement mixed with not more than six gallons of potable water per sack of cement (ninety-four pounds per sack).
(b) Neat cement grout consists of neat cement with up to five percent bentonite clay added, by dry weight of the bentonite. Bentonite is added to improve flow qualities and compensate for shrinkage.
(c) Concrete sealants consist of clean, hard and durable aggregate with not less than five sacks (ninety-four pounds per sack) of portland cement per cubic yard of concrete sealant.
(i) The maximum diameter of aggregate particles may not exceed 1 1/2 inches, but in any case may not exceed 1/5 the minimum width of the casing thickness.
(ii) The ratio of coarse aggregate to fine aggregate (passing No. 4 U.S. Standard Sieve) must be approximately 1 1/2 to 1 by volume, but in any case, may not exceed 2 to 1 nor be less than 1 to 2.
(d) Expanding agents, such as aluminum powder, may be used at a rate not exceeding 0.075 ounce (1 level teaspoon) per sack (ninety-four pounds per sack) of dry cement. The powder may not contain polishing agents. High-alumina cement and portland cement of any type must not be mixed together.
(3) Sealing methods:
(a) When neat cement or cement grout is used in sealing, it shall be placed seventy-two hours before additional drilling takes place, unless special additives are mixed with the neat cement or cement grout that cause it to set in a shorter period of time.
(b) All hydrated sealing materials shall be placed by tremmying the mixture from the bottom of the annular space to the surface in one continuous operation.
(4) This section may not preclude the use of new sealant materials
which have been approved by the technical advisory group.
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NEW SECTION
WAC 173-160-231 What are the standards for surface seals? (1) All water wells constructed shall have a surface seal which seals the annular space between the bore hole and the permanent surface casing.
(a) The seal shall be constructed to prevent surface contaminants from reaching the ground water.
(b) The surface seal must have a minimum diameter of four inches larger than the nominal size of the surface casing, to include the outside diameter of the bell, in bell and hub couplings. The seal must extend from land surface to a minimum depth of eighteen feet. Except, the minimum surface seal requirements for driven, jetted, and some dug wells are less than eighteen feet. See the appropriate section for these wells for a detailed description of their sealing requirements.
(2) Sealing material must be placed in an open bore hole with an annular space that is a minimum of four inches greater in diameter than the nominal size of the permanent casing.
(3) The completed surface seal must fully surround the permanent casing, must be evenly distributed, free of voids, and extend to undisturbed or recompacted soil.
(4) After the permanent casing has been set in final position, the annular space shall be filled to land surface with bentonite or cement grout or neat cement. Leaving voids for future installation of equipment such as a pitless adapter is prohibited.
(5) A temporary casing with a minimum length of eighteen feet and a minimum nominal diameter of four inches greater than the permanent casing shall be used in all unconsolidated soils such as gravel, sands, or other unstable conditions when the use of drilling fluid or other means of keeping the bore hole open are not employed.
(6) Whenever reconstruction involves permanent surface casing movement; or the existing surface seal is damaged; or a surface seal never existed, the driller shall repair, replace, or install a minimum of eighteen feet of surface seal around the permanent casing.
(7) Wells which cannot meet the one hundred-foot minimum separation
from a source or potential source of contamination (except a landfill)
but can maintain at least seventy-five feet of separation are required
to have a minimum of thirty feet of surface seal. Separation distances
of less than seventy-five feet will require approval of the department
(a variance). This section does not supersede or suspend any state board
of health regulation addressing the size of sanitary control areas for
public water supply wells. The department shall be notified of any
proposal to site a well between seventy-five feet and one hundred feet
away from a known or potential source of contamination. Concurrence by
the department shall be obtained prior to the initiation of construction.
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NEW SECTION
WAC 173-160-241 What are the requirements for formation sealing? (1) Unconsolidated formation sealing - Without a significant clay bed - Drilled wells that penetrate an aquifer overlain by unconsolidated formations such as sand and gravel without significant clay beds (at least six feet thick) shall be sealed in accordance with the surface sealing requirements of WAC 173-160-251. See Figure 1A.
(2) Unconsolidated formation sealing - With a significant clay bed - Drilled wells that penetrate an aquifer overlain by clay or other unconsolidated formations such as sand and gravel in which an interbed of clay at least six feet thick is present, shall be sealed to prevent movement of water or contamination in the annular space between the permanent casing and the clay interbed. One of the following methods shall be used to seal the annular space:
(a) A drill hole at least four inches greater in diameter than the nominal size of the permanent well casing shall extend from the land surface to the completed well depth. The annular space shall be filled with bentonite (slurry or unhydrated), cement grout, or neat cement. If bentonite slurry, cement grout, or neat cement is used to seal the annular space it must be placed by either pumping or tremmying the seal material from the bottom of the well to land surface. The drill hole shall be kept open through the use of a starter can or any other drilling method that stabilizes the bore hole wall. See Figure 1B.
(b) An upper drill hole at least four inches greater in diameter than the nominal size of the permanent well casing shall extend from land surface a minimum of eighteen feet. A temporary casing with an outside diameter a minimum of four inches larger than the permanent casing (for example, a ten-inch temporary casing for a six-inch permanent casing) shall be installed and remain in place until the upper drill hole has been completely filled with sealant. The upper drill hole shall always contain a minimum of nine feet of sealant throughout the advancement of the permanent casing. Except, if the temporary casing is removed, the upper drill hole shall be kept full of sealant. See Figure 1C.
(3) Consolidated formations - In drilled wells that penetrate an aquifer, either within or overlain by a consolidated formation, sealing of the casing shall conform with one of the following procedures.
(a) Procedure one - An upper drill hole at least four inches greater in diameter than the nominal size of the permanent well casing shall extend from land surface into a sound, unfractured, consolidated formation. Unperforated permanent casing shall be installed to extend to this same depth and the lower part of the casing shall be driven and sealed into the consolidated formation to establish a water tight seal between the formation and the casing. The remainder of the annular space to land surface shall be filled with cement grout, neat cement, or bentonite.
(i) If the consolidated formation is encountered at a depth less than eighteen feet from land surface, the upper drill hole and permanent casing shall extend to a minimum of eighteen feet from land surface. See Figure 2A.
(ii) If cement grout, neat cement, or bentonite slurry is placed by pumping to seal the entire annulus from the bottom up to land surface, the upper drill hole may be a minimum of two inches larger than the outside diameter of the permanent casing.
(b) Procedure two - An upper drill hole at least four inches greater in diameter than the nominal size of the permanent casing extends from land surface to a depth of at least eighteen feet. An unperforated permanent casing shall be driven into the consolidated formation and sealed in a manner that establishes a water tight seal between the formation and the casing. Throughout the driving of the well casing to the consolidated formation, the annular space between the upper drill hole and the permanent casing shall be kept at least one-half full with unhydrated bentonite, or bentonite slurry. The remainder of the annular space to land surface shall be filled with cement grout, neat cement, or bentonite. See Figure 2B.
(c) If temporary surface casing is used in either of the procedures
in (a) or (b) of this subsection, the casing must be a minimum of
eighteen feet long and at least four inches larger in diameter than the
permanent casing. If a consolidated formation is encountered within the
first eighteen feet, the temporary casing may terminate at the interface
of the consolidated formation. Withdrawal of the temporary casing must
take place simultaneously with proper sealing of the annular space to
land surface.
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NEW SECTION
WAC 173-160-251 What are the special sealing standards for artesian wells? (1) When artesian conditions are known or suspected, the driller shall have a written sealing plan prepared prior to initiation of construction. The plan shall identify the type of sealing material that will be used and the method for sealing. The plan shall also contain at least one alternative construction method for sealing and an emergency contingency section which will identify steps to be taken if the ground water flow cannot be controlled.
(2) When artesian water is encountered in the well, an unperforated well casing shall extend into the confining stratum overlying the artesian zone. The casing shall be sealed into the confining stratum to prevent surface and subsurface leakage from the artesian zone. If the well flows at land surface, it must be equipped with a control valve so flow can be completely stopped.
(3) The well shall be completed with seals, packers or grout that
eliminates leakage around the well casing. The driller shall not move
the drilling rig from the well site until leakage is completely stopped
unless authority for temporary removal is granted by the department, or
when loss of life or property is imminent.
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NEW SECTION
WAC 173-160-261 How do I seal dug wells? The surface curbing of
all dug wells shall be constructed to effectively seal the annular space
between the undisturbed native material of the upper well hole and the
concrete tile, steel pipe or liner to a depth of at least eighteen feet
or to within three feet of the bottom in dug wells that are less than
twenty-one feet in depth. A cap shall be placed on all dug wells.
Except during maintenance, the cap shall remain in place. The cap shall
prevent entry of pollutants, insects, and mammals into the well. See
Figure 3.
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NEW SECTION
WAC 173-160-271 What are the special sealing standards for driven wells, jetted wells, and dewatering wells? (1) Driven wells - An upper hole at least four inches greater in diameter than the permanent casing shall extend a minimum of six feet below land surface. The annular space between the upper oversized drill hole and the permanent casing must be kept at least one-half full with bentonite or bentonite slurry throughout all driving of the pipe. The remaining annular space to land surface shall be filled with cement grout, neat cement, or bentonite. See Figure 4.
(2) Jetted wells - The surface seal in jetted wells shall be constructed to seal the annular space between the permanent casing and undisturbed native soil. The seal shall extend from land surface to at least eighteen feet, or within three feet of the bottom of the well in wells less than twenty-one feet in depth.
(3) Dewatering wells:
(a) Permanent dewatering wells shall be sealed to a depth of eighteen feet or within three feet of the bottom of the well for wells less than twenty-one feet in depth. The minimum annular space requirements, sealing material, and decommissioning procedures of this chapter apply to all permanent dewatering wells.
(b) Temporary dewatering wells - Dewatering wells that are in place
less than eighteen months and are less than eighteen feet deep are exempt
from the sealing requirements of this chapter. Temporary wells that are
installed over eighteen months and that are deeper than eighteen feet
must have a minimum of eighteen feet of surface seal and meet the minimum
annular space requirements and sealing materials authorized under this
chapter.
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NEW SECTION
WAC 173-160-281 What are the construction standards for artificial
gravel-packed wells? In gravel-packed wells, the gravel mixture shall
be placed around the screen so that bridging or size separation does not
occur. The gravel pack must be clean, and chemically stable. All gravel
and water used must be disinfected with at least fifty parts per million
(ppm) chlorine for a contact time of at least thirty minutes. Rinse
water containing chlorine is a pollutant. Chlorine in the rinse water
must be allowed to dissipate and the water must be discharged in a safe
manner consistent with the intent of the Water Pollution Control Act,
chapter 90.48 RCW. See Figure 5.
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NEW SECTION
WAC 173-160-291 What are the standards for the upper terminal of water wells? (1) The watertight casing or curbing of any well shall extend at least six inches above the ground surface. Pit completion is prohibited.
(2) Where the site is subject to flooding, the top of casing must be at least two feet above the estimated water level of a one hundred-year frequency flood.
(3) All wells shall be equipped with an access port that allows for the measurement of the depth to water surface or with a pressure gage that indicates the shut-in pressure of a flowing artesian well. See Figure 6. The access ports and pressure gages or other openings in the cover are sealed or capped to prevent entrance of surface water or foreign material into the well.
(4) Any vent opening, observation ports or air-line equipment shall extend from the upper end of the well by watertight piping to a point at least one foot above ground surface. The terminals of these facilities shall be shielded or sealed to prevent entrance of foreign matter or pollutants.
(5) A pitless adapter, or similar device is permitted on water wells if it is made with fittings approved by the department of health. The connection must be above static water level.
(6) Any person who removes all or part of a surface seal on any well
shall repair the seal so that it is brought up to land surface. This
person shall meet the licensing requirements of chapter 18.104 RCW.
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NEW SECTION
WAC 173-160-301 What are the requirements for temporary capping? (1) All wells which are not in use, or are temporarily out of service, must be securely capped so that no contamination can enter the well.
(2) Capping must be affixed by solid welds or equal seal to prevent unauthorized access to the well.
(3) Temporary capping alone will not satisfy the decommissioning
requirements of this chapter.
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NEW SECTION
WAC 173-160-311 What are the well tagging requirements? (1) It shall be the driller's responsibility to place a well identification tag with a unique identification number on every well that they construct or reconstruct.
(a) The alpha-numeric number shall be recorded on the drilling report in the space provided.
(b) The driller shall remove the well identification tag on all wells they decommission and shall attach the tag to the decommissioning well report.
(2) It shall be the well owner's responsibility to place a well identification tag with a unique identification number on every well they own.
(a) Upon request, the department shall furnish the well owner with a well tag and tagging instructions.
(b) The well owner shall tag their well(s) and submit a completed tagging report to the department.
(3) The well tag shall be permanently attached to the outer well casing and be visible above land surface.
(4) All well identification tags shall be supplied by the department.
(5) It is unlawful for a person to tamper with or remove a well
identification tag except during well alteration.
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NEW SECTION
WAC 173-160-321 How do I test a well? (1) Well authorized by appropriation permit - Before being put to use, each well shall be test pumped for yield and draw down. Reports of the test pumping shall be submitted as required in chapter 90.44 RCW. The driller shall be familiar with and meet all testing procedures outlined in the water right permit. The well shall be test pumped at rates equal to or greater than are expected from the well during its normal usage. The test pump for public water supply wells shall be operated continuously for a minimum of four hours, or longer if required by the department of health. The yield and draw down shall be determined following at least four hours of stabilized water level observation. Periodic water level observation should be made during draw down and subsequent recovery periods. Periods of observation shall be more frequent during the onset of the draw down and may decrease in frequency as the draw down or recovery proceeds toward stabilization. A bailer test is not an acceptable substitute for testing wells under permit.
(2) Wells not requiring appropriation permit - Testing of a well that does not require an appropriation permit shall be conducted for a period of at least one hour. The last twenty minutes of the test shall be conducted at a constant rate of withdrawal to achieve a stabilized pumping level. Test pumping under this section can be either by bailer, air lift, or with a pump.
(3) Test data shall be reported to the department on the water well
report.
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NEW SECTION
WAC 173-160-331 How do I make sure my equipment and the water well are free of contaminants? (1) All tools, drilling equipment and materials shall be free of contaminants prior to beginning well construction. Contaminants include lubricants, fuel, bacteria that will reduce the well efficiency, and any other item(s) that will be harmful to public health and/or the resource or reduce the life of the water well.
(2) Every new or reconditioned water well, after completion of construction or repair, and before being placed in service, shall be cleared of all foreign materials, and free of contamination.
(3) The well casing shall be swabbed and cleaned to remove oil, grease or joint dope.
(4) All pumping equipment, sand or gravel used in gravel-packed water wells and the well casing shall be thoroughly sluiced with clean water and disinfected with a solution containing at least fifty ppm of chlorine. The chlorine shall not be rinsed off for at least thirty minutes.
(5) Before using the water well, sufficient disinfectant shall be added to the standing water in the well to give a residual of fifty ppm free chlorine. The disinfectant should then be thoroughly mixed with the water in the well and must remain in the well for a period of at least twenty-four hours. After twenty-four hours, a minimum of ten ppm free chlorine residual shall remain in the well. The well shall then be flushed to remove all traces of chlorine and a water sample taken and analyzed for coliform bacteria. If testing indicates a presence of coliform bacteria, more stringent disinfecting methods may be required by the department of health or local health authority.
(6) Chlorine is a pollutant. Allow the chlorine in the rinse to
dissipate before discharging the water to surface water. This water
shall be discharged in a safe manner consistent with the intent of the
Water Pollution Control Act, chapter 90.48 RCW.
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NEW SECTION
WAC 173-160-341 How do I ensure the quality of drilling water? All
water introduced into a well for drilling purposes and for mixing sealing
materials shall be obtained from a potable water source and have a
chlorine residual of not less than 10 ppm free chlorine.
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NEW SECTION
WAC 173-160-351 What are the standards for pump installation? All
pumps and pumping equipment and materials must be free of contamination
and shall be installed in a manner consistent with the intent and
purposes of these regulations.
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NEW SECTION
WAC 173-160-361 Who may supervise the use of explosives?
Explosives used for developing or reconditioning any water well must be
used under the direct supervision of an individual licensed under chapter
70.74 RCW.
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NEW SECTION
WAC 173-160-371 What are the standards for chemical conditioning?
The use of detergents, chlorine, acids or other chemicals in wells for
the purpose of increasing or restoring yield, shall be used according to
manufacturer's recommendations. Except for routine maintenance and
cleaning, a well drilling license is required for all chemical
conditioning that alters the condition of the water well.
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NEW SECTION
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. Cased water wells that were not constructed in accordance with these regulations, or wells which are decommissioned to allow the placement of potential sources of contamination within one hundred feet of the well, or for which a drilling report required under WAC 173-160-050 is missing 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 grout the casing.
(i) Perforations shall be at least four equidistant cuts per row, and one row per foot. Each cut shall be at least one and one-half inches long.
(ii) Apply enough pressure to force the sealing material through the perforations, filling any voids on the outside of the casing.
(iii) The remainder of the casing shall be filled with cement grout, neat cement, or bentonite slurry.
(b) Withdraw the casing and fill the bore hole with cement grout, neat cement, or bentonite as the casing is being withdrawn.
(2) If it can be verified through a field examination and review of the drilling report that a water supply well was constructed in accordance with these regulations and it is not being decommissioned to allow the siting of potential sources of contamination within one hundred feet of the well, it shall be decommissioned by:
(a) Filling the casing from bottom to within five feet of land surface with bentonite, cement grout, or neat cement; and
(b) Welding a metal cap to the top of casing with a water tight weld. The casing may be cut off a maximum of five feet below ground surface.
(3) Uncased wells - Backfill uncased wells with concrete, cement grout, neat cement, or bentonite.
(4) Dug wells - Remove all debris and obstructions that impede decommissioning or that may contaminate the aquifer from within the dug well. Install clean chlorinated sand or pea gravel to a point two feet above static water level. Fill the remainder of the well with concrete or bentonite to the land surface. 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 to a maximum of two feet below ground surface shall be filled with bentonite, neat cement, cement grout, or concrete. Bentonite slurry shall not be used to decommission dug wells.
(5) Sealing material shall be piped directly to the point of
application or placed by means of a dump bailer or tremie tube. If
cement, cement grout, 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 grout, the discharge end of the tremie tube shall be
submerged in the grout to avoid breaking the seal while filling the
annular space.
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NEW SECTION
WAC 173-160-390 Artificial recharge of ground water bodies.
Approval must be obtained from the department before starting any project
related to the artificial recharge of ground water bodies.
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PART TWO--GENERAL REQUIREMENTS FOR RESOURCE PROTECTION WELL
CONSTRUCTION
NEW SECTION
WAC 173-160-400 What are the minimum standards for resource protection wells? The following minimum standards shall apply to all resource protection wells constructed in the state of Washington. It is the responsibility of the resource protection well driller, resource protection well contractor, and the property owner to take whatever measures are necessary to guard against waste and contamination of the ground water resource.
(1) It will be necessary in some cases to construct resource protection wells with additional requirements beyond the minimum standards.
(2) Nothing in this section limits the department's authority to
approve comparable alternative specifications for construction as
technology in the industry is developed or new methods of construction
become known to the department.
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NEW SECTION
WAC 173-160-410 What are the specific definitions for words in this chapter? This section specifically defines words associated with resource protection wells. To find the definitions of other words, see WAC 173-160-030.
(1) "Cathodic protection well" means a well in which anodes, wiring, backfill, and vent pipes are installed to discharge electricity for the purpose of cathodic or corrosion protection.
(2) "Geotechnical information" means subsurface engineering properties used for the purpose of designing structures such as bridges, buildings, highways, pipelines, or for assessing slope stability samples to ascertain structural properties of the subsurface. Geotechnical soil boring includes auger borings, rotary borings, cone penetrometer probes and vane shear probes, or any other uncased ground penetration for geotechnical information.
(3) "Geotechnical soil boring" or "boring" means an uncased well drilled for the purpose of obtaining soil samples to ascertain structural properties of the subsurface. Geotechnical soil boring includes auger borings, rotary borings, cone penetrometer probes and vane shear probes, or any other uncased ground penetration for geotechnical information.
(4) "Instrumentation well" means a well in which pneumatic or electric geotechnical or hydrological instrumentation is permanently or periodically installed to measure or monitor subsurface strength and movement. Instrumentation well includes bore hole extensometers, slope indicators, pneumatic or electric pore pressure transducers, and load cells.
(5) "Lysimeter" means a well used to withdraw soil water or pore samples from subsurface soil or rock above the water table for chemical, physical, or biological testing.
(6) "Monitoring well" means a well designed to obtain a representative ground water sample or designed to measure the water level elevations in either clean or contaminated water or soil.
(7) "Nested well" means the installation of more than one cased resource protection well in one bore hole. This does not preclude casing reductions.
(8) "Observation well" means a well designed to measure the depth to the water or water level elevation in either clean or contaminated water or soil.
(9) "Piezometer" means a well designed to measure water level elevation at a specific depth beneath the water table.
(10) "Remediation well" means a well used to withdraw ground water or inject water, air (for air sparging), or other solutions into the subsurface for the purpose of remediating, cleaning up, or controlling potential or actual ground water contamination.
(11) "Resource protection well" means a cased boring used to determine the existence or migration of pollutants within an underground formation. Resource protection wells include monitoring wells, observation wells, piezometers, spill response wells, vapor extraction wells, and instrumentation wells.
(12) "Resource protection well contractor" means any person, firm, partnership, copartnership, corporation, association, or other entity, licensed and bonded under chapter 18.27 RCW, engaged in the business of constructing resource protection wells or geotechnical soil borings.
(13) "Spill response well" means a well used to capture or recover any spilled or leaked fluid which has the potential to, or has contaminated the ground water.
(14) "Vapor extraction well" means a well used to withdraw gases or vapors from soil, rock, landfill, or ground water or allow air or vapor to enter subsurface soil or rock for the purpose of remediating soil and/or ground water contamination.
(15) "Well driller" or "driller" means a resource protection well
contractor or operator and a water well contractor or operator.
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AMENDATORY SECTION (Amending Order 88-58, filed 4/6/88)
WAC 173-160-420 ((Abandonment of uncased wells.)) What are the
general construction requirements for resource protection wells?
((Uncased wells shall be backfilled with concrete, grout, puddled clay,
or high-solids bentonite.)) (1) No resource protection well may be used
for domestic, industrial, municipal, commercial, or agricultural
purposes.
(2) No resource protection well may interconnect aquifers.
(3) Nested wells are prohibited.
(4) Cuttings, development water, and other investigation derived waste shall be managed in a manner consistent with the intent and purposes of the Water Pollution Control Act, chapter 90.48 RCW, the Hazardous Waste Management Act, chapter 70.105 RCW, and implementing regulations.
(5) Well tagging:
(a) It shall be the driller's responsibility to place a well identification tag with a unique identification number on every well that they construct or reconstruct.
(i) The alpha-numeric number shall be recorded on the drilling report in the space provided.
(ii) The driller shall remove the well identification tag on all wells they decommission and shall attach the tag to the decommissioning well report.
(b) It shall be the well owner's responsibility to place a well identification tag with a unique identification number on every well completed prior to the effective date of this regulation.
(i) Upon request, the department shall furnish the well owner with a well tag and tagging instructions.
(ii) The well owner shall tag their well(s) and submit a completed tagging report to the department.
(c) The well tag shall be permanently attached to the outer well casing and be visible above land surface.
(d) All well identification tags shall be supplied by the department.
(e) It is unlawful for a person to tamper with or remove a well identification tag except during well alteration.
(6) All resource protection wells will be sealed in accordance with this chapter regardless of the method of installation. Except, resource protection wells that are properly decommissioned prior to the removal of any drilling equipment from the well location are exempted from the surface sealing requirements of this chapter. Provided the decommissioning process includes the removal of any conduit, tubing, probe, or other items inserted into the ground.
(7) Except as provided in RCW 18.104.180, all construction, reconstruction, and decommissioning shall be done by an individual licensed under the provisions of chapter 173-162 WAC.
(8) A notice of intent to construct or decommission a resource protection well shall be filed with the department a minimum of seventy-two hours prior to initiating construction or decommissioning of the well(s). A fee must accompany each notice of intent to construct a resource protection well. The fee for constructing or reconstructing each resource protection well is forty dollars. Under some circumstances, it may be necessary to construct more wells than originally anticipated. When additional wells are constructed on a site for which a notice of intent and fee were submitted, a second notice and fee shall be submitted within twenty-four hours after all wells have been completed or as soon as the final number of wells to be constructed is determined, whichever is sooner. Notification to construct multiple wells within the same quarter/quarter section, township, and range may be submitted on one notice form. Provided, a separate fee (forty dollars per well) is attached to each notice. Example: Six wells identified on one notice of intent would be submitted along with a two hundred forty dollar fee.
(9) Resource protection well report.
(a) Every well contractor, is required to submit a complete report on the construction, alteration, or decommissioning of the well to the department within thirty days after completion of a well.
(b) This applies to all resource protection wells.
(c) The resource protection well report must be made on a form provided by the department, or a reasonable facsimile of the form, as approved by the department.
(d) Where applicable the resource protection well report includes, at least, the following information:
(i) Owner's name; driller's/trainee's name; driller's/trainee's license number; contractor's registration number, drilling company name;
(ii) Tax parcel number;
(iii) Well location address;
(iv) Location of the well to at least 1/4, 1/4 section or smallest legal subdivision;
(v) Unique well identification tag number;
(vi) Construction date;
(vii) Start notification number;
(viii) Intended use of well;
(ix) The well depth, diameter, and general specifications of each well;
(x) Total depth of casing;
(xi) Well head elevation;
(xii) Drilling method;
(xiii) Bit diameter;
(xiv) Seal material, seal location and type of placement used;
(xv) Filter pack location; filter pack material used;
(xvi) The thickness and character of each bed, stratum or formation
penetrated by each well including identification of each water bearing
zone;
(xvii) Casing gauge, diameter, stickup, type of material, and length, also of each screened interval or perforated zone in the casing;
(xviii) The depth to the static water level, as measured below the land surface; and
(xix) Such additional factual information as may be required by the department.
(e) The well report must show the license number and signature of the person who constructed the well. If this is an unlicensed person, exempted under RCW 18.104.180, the report shall show the license number and signature of the licensed individual who witnessed the drilling. Resource protection well reports for wells constructed by trainees shall have the signature and license number of the trainee and licensed driller.
What are the surface protection requirements?
(10) All resource protection wells shall be capped and protected using one of the following methods:
(a) If the well is cased with metal and completed above the ground surface, you must attach a water tight cap with a lock to the top of the casing.
(b) If the well is not cased with metal and completed above the ground surface, you must install a metal protective casing over and around the well. The protective casing shall extend at least six inches above the top of the well casing and be cemented at least two feet into the ground. A cap with lock shall be attached to the top of the protective casing.
(11) You shall protect the well(s) completed above ground from damage by:
(a) Cementing three metal posts, at least three inches in diameter, in a triangular array around the casing and at least two feet from it. Each post shall extend at least three feet above and below the ground surface.
(b) A reinforced concrete pad may be installed to protect against and prevent frost heave. If installed, the concrete pad shall extend to a depth equal to anticipated frost depth. When a concrete pad is used, the well seal may be part of the concrete pad.
(12) If the well is completed below ground surface, a water tight cap with a lock shall be attached to the top of the well casing. A metal monument or equivalent shall be installed over and around the well. The monument shall serve as a protective cover and be installed level with the ground surface and be equipped with a waterproof seal to prevent the inflow of any water or contaminants. Drains will be provided, when feasible, to keep water out of the well and below the well cap. The cover must be designed to withstand the maximum expected loading.
(13) The protective measures may be waived or modified upon written approval from the department (a variance).
(14) If the well is damaged, the well protection measures and casing
shall be repaired to meet the requirements of this chapter. If the well
is damaged beyond repair, it shall be decommissioned in accordance with
WAC 173-160-560.
[Statutory Authority: Chapter 18.104 RCW. 88-08-070 (Order 88-58),
173-160-420, filed 4/6/88.]
NEW SECTION
WAC 173-160-430 What are the minimum casing standards? The casing
may not effect or interfere with the chemical, physical, radiological,
or biological constituents of interest. All resource protection well
casing shall conform to ASTM Standards, or at least 304 or 316 stainless
steel, PTFE, or Schedule 40 PVC casing.
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NEW SECTION
WAC 173-160-440 What are the equipment cleaning standards? (1) When drilling in known or potential areas of contamination, steam clean the drill rig derrick and all drilling equipment on site before and after well construction. If the equipment is used to drill in radioactive areas, you must develop a decontamination plan and the department must approve that plan prior to the equipment being removed from the drill site.
(2) The casing, screen(s), and filter pack material must be free of
contaminants prior to installation.
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NEW SECTION
WAC 173-160-450 What are the well sealing requirements? (1) All resource protection wells constructed shall have a continuous seal, which seals the annular space between the bore hole and the permanent casing. The seal shall be constructed to prevent interconnection of separate aquifers penetrated by the well, and shall provide casing stability. The seal shall have a minimum diameter of four inches larger than the nominal size of the permanent casing, and shall extend from land surface to the top of the filter pack. See Figure 7.
(2) After the permanent casing has been set in final position, the filter pack (optional) and sealing material shall be placed in the open bore hole annular space that must be a minimum of four inches greater in diameter than the nominal size of the permanent casing. After installing the filter pack (optional) a layer of bentonite shall be placed on top of the filter pack to maintain separation between the seal material and the screened interval. Insure that placement will not disturb the filter pack. The remaining annular space shall be filled to land surface in a continuous operation with bentonite, neat cement, or cement grout. If a cement/bentonite slurry is used as the sealant, it shall be installed with a tremmie tube and pumped from the top of the bentonite plug (above the filter pack) to land surface. Use only potable water to hydrate the mixture.
(3) The completed annular space shall fully surround the permanent casing, be evenly distributed, free of voids, and extend from the permanent casing to undisturbed or recompacted soil.
(4) All sealing materials used shall conform to one of the following minimum requirements:
(a) Bentonite sealants:
(i) Bentonite used to prepare slurries for sealing, or decommissioning shall be specifically designed for this purpose. At no time shall grout slurry contain materials that are toxic, polluting, develop odor or color changes, or serve as a micro organism nutrient. All bentonite slurries shall be prepared and installed according to the manufacture's instructions. All additives must be certified by a recognized certification authority such as NSF. Active solids content (bentonite) shall be twenty percent by weight or greater in all bentonite slurries.
(ii) Unhydrated bentonite--pelletized, granulated, powder, or chip bentonite may be used in the construction of seals or in decommissioning of wells. The bentonite material shall be specifically designed for sealing or decommissioning and be within the industry tolerances for dry western sodium bentonite. Placement of bentonite shall conform to the manufacturer's specifications. All unhydrated bentonite used for sealing or decommissioning must be free of polymers. The pour rate shall be two minutes or slower per fifty-pound bag. A tamping tool may be used during the placement of seals to break up possible bridging and firmly place the material in the annulus. Unhydrated bentonite must be hydrated as it is being placed throughout the sealing or decommissioning operation.
(b) Cement sealants:
(i) Neat cement consists of either portland cement types I, II, III, or high-alumina cement mixed with not more than six gallons of potable water per sack of cement (ninety-four pounds per sack).
(ii) Neat cement grout consists of neat cement with up to five percent bentonite clay added, by dry weight of the bentonite. Bentonite is be added to improve flow qualities and compensate for shrinkage.
(iii) Concrete sealants consist of clean, hard and durable aggregate with not less than five sacks (ninety-four pounds per sack) of portland cement per cubic yard of concrete sealant.
(A) The maximum diameter of aggregate particles may not exceed 1 1/2 inches, but in any case may not exceed 1/5 the minimum width of the casing thickness.
(B) The ratio of coarse aggregate to fine aggregate (passing No. 4 U.S. Standard Sieve) must be approximately 1 1/2 to 1 by volume, but in any case, may not exceed 2 to 1 nor be less than 1 to 2.
(iv) Expanding agents, such as aluminum powder, may be used at a rate not exceeding 0.075 ounce (1 level teaspoon) per sack (ninety-four pounds per sack) of dry cement. The powder may not contain polishing agents. High-alumina cement and portland cement of any type must not be mixed together.
(5) This section may not preclude the use of new sealant materials
which have been approved by the technical advisory group.
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NEW SECTION
WAC 173-160-460 What is the decommissioning process for resource protection wells? (1) Resource protection wells that were not constructed in accordance with these regulations, or for which a drilling report required under this section is missing shall be decommissioned in one of the following ways:
(a) Perforate the casing from the bottom to land surface and pressure grout the casing.
(i) Perforations shall be at least four equidistant cuts per row, and one row per foot. Each cut shall be at least one and one-half inches long.
(ii) Apply enough pressure to force the sealing material through the perforations, filling any voids on the outside of the casing.
(iii) The remainder of the casing shall be filled with cement grout, neat cement, or bentonite slurry.
(b) Withdraw the casing and fill the bore hole with cement grout, neat cement, or bentonite as the casing is being withdrawn.
(2) If it can be verified through a field examination and review of the drilling report that the resource protection well was constructed in accordance with these regulations, it shall be decommissioned by:
(a) Filling the casing from bottom to land surface with bentonite, cement grout, or neat cement; and
(b) Placing a cap on the casing.
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[Open Style:Columns Off]
NEW SECTION
WAC 173-160-990 Well construction illustrations.
[Open Style:Columns On]
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REPEALER
The following sections of the Washington Administrative Code are
repealed:
WAC 173-160-055 Well construction notification (start card).
WAC 173-160-065 Design and construction.
WAC 173-160-075 Design and construction--Sealing of casing--General.
WAC 173-160-085 Capping.
WAC 173-160-095 Relationship to other authorities.
WAC 173-160-105 Comparable construction standards.
WAC 173-160-115 Enforcement.
WAC 173-160-125 Appeals.
WAC 173-160-135 Regulation review.
WAC 173-160-205 Location of well site and access requirements.
WAC 173-160-215 Design and construction--Well completion--General.
WAC 173-160-225 Design and construction--Casing.
WAC 173-160-235 Recommended well diameters.
WAC 173-160-245 Design and construction--Sealing materials.
WAC 173-160-255 Design and construction--Sealing of consolidated formations.
WAC 173-160-265 Sealing of unconsolidated formations without significant clay beds.
WAC 173-160-275 Sealing of unconsolidated formations with clay beds.
WAC 173-160-285 Special sealing standards for artesian wells.
WAC 173-160-295 Artificial gravel-packed wells--General.
WAC 173-160-305 Sealing of artificial gravel-packed wells.
WAC 173-160-315 Sealing of dug wells.
WAC 173-160-325 Special standards for driven or jetted wells.
WAC 173-160-335 Upper terminal of well.
WAC 173-160-345 Testing of well.
WAC 173-160-355 Testing of well--Access port or pressure gage.
WAC 173-160-365 Disinfection.
WAC 173-160-375 Quality of drilling water.
WAC 173-160-385 Pump installation.
WAC 173-160-395 Explosives.
WAC 173-160-405 Chemical conditioning.
WAC 173-160-415 Abandonment of wells.
WAC 173-160-425 Abandonment of wells--Abandonment of drilled or jetted wells.
WAC 173-160-435 Abandonment of wells--Abandonment of gravel-packed wells.
WAC 173-160-445 Abandonment of wells--Abandonment of artesian wells.
WAC 173-160-455 Abandonment of wells--Abandonment of dug wells.
WAC 173-160-465 Abandonment of wells--Plugging of test wells.
WAC 173-160-475 Artificial recharge of ground-water bodies.
WAC 173-160-500 Design and construction--General.
WAC 173-160-510 Design and construction--Surface protective measures.
WAC 173-160-520 Design and construction--Casing.
WAC 173-160-530 Design and construction--Cleaning.
WAC 173-160-540 Design and construction--Well screen, filter pack, and development.
WAC 173-160-550 Design and construction--Well seals.
WAC 173-160-560 Abandonment of resource protection wells.