WV Monitoring Well Driller

Certification Course Manual

November 2010

Table of Contents

Introduction 1

General MWD Certification Information 3

Title 47 Series 59 – Monitoring Well Rules 4

Title 47 Series 60 – Monitoring Well Design Standards 8

Additional Guidance and Commonly Asked Questions 26

General Driller Knowledge 28

Advantages of Various Drilling Techniques 29

Disadvantages of Various Drilling Techniques 30

Advantages and Disadvantages of Casing and Screen Material 31

Geology & Geologic Settings of West Virginia 32

Hydrologic Cycle 35

Basic Conversion Factors 38

Basic Formulas 39

Filter Pack Volume Calculation 40

Example Volume Calculation 41

Volume of Water in Casing 42

Electronic Submission of Well Completion Reports 43

Example Forms 46

Inspector Check-Off List for Monitoring Wells 48

DW-45 Individually Numbered

47CSR58 Individually Numbered

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Monitoring Well Driller

Training & Examination

WEST V IRGINI A DEP ART MENT OF HE ALTH & HUM AN RESOURCES (WV DHHR)

BURE AU FOR PUBLIC HE ALTH (BPH)

OFFICE OF ENVIRONMEN TAL HEALTH SERVICES (OEHS)

ENVIRONMENTAL ENGINE ERING DIV ISION (EED)

CERTIFICATION & TRAI NING PROGRAM

350 CAPITOL STR EET, ROOM 313, CHARL ESTON, WV 25301

PHONE: (304 ) 558 -2981

CONTACTS: DAWN NEWE LL & RICK SHAVER

Certification & Enforcement

WEST V IRGINI A DEP ART MENT OF ENVIRONMENTAL PROTECTION (WV DEP)

D IV ISION OF W ATER & WASTE MAN AGEMENT (DW WM)

601 57TH STREET • CHARLESTON, WV 25304

PHONE: (304) 926 -0495

CONTACT: WILLI AM T I MMERMEYER

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West Virginia presently requires all monitoring well drillers that operate within the state to be certified by the state (effective April 9, 2010).

A monitoring well is defined as being any cased excavation or opening into the ground made by digging, boring, drilling, driving, jetting or other methods for the purpose of determining the physical, chemical, biological or radiological properties of groundwater. This includes piezometers and observation wells that are installed for purposes other than those listed above, but does not include wells whose primary purpose is to provide a supply of potable water. A monitoring well driller is the individual operating the drilling rig when drilling, constructing, altering or abandoning a monitoring well, pursuant to Chapter 22, Article 12, "Groundwater Protection Act". To be eligible for certification, an individual must meet one of the following criteria:

Have a minimum of two (2) years of monitoring well drilling experience under the supervision of a WV certified monitoring well driller; or

Have six (6) months monitoring well driller experience that includes properly installing at least fifteen (15) monitoring wells and properly abandoning at least ten (10) monitoring wells under the supervision of a WV certified monitoring well driller.

NOTE: If the individual has been certified in another state, the individual must provide the state's name, a contact person's name and telephone number for verification purposes. Experience obtained in states without a monitoring well driller certifying agency, documentation of five (5) years is required. To become a certified monitoring well driller, the applicant must initially take a (1) day training course and pass the associated oral or written certification exam. All training and testing are administered by the West Virginia Bureau for Public Health's (BPH) Office of Environmental Health Services (OEHS) for the West Virginia Department of Environmental Protection (WV DEP) both in Charleston, WV. NOTE: There is currently no certification reciprocity between the State of West Virginia and another state, i.e. regardless of certification in other states; you must attain a West Virginia certification. All individuals interested in attending the training course and exam must complete an application (Form EW-122) available online at http://www.wvdhhr.org/oehs/eed/swap/training&certification/documents/Application%20Packet.pdf. An EW-122 must be sent to BPH at least two (2) weeks prior to the preferred session. BPH will send a confirmation letter that the applicant must bring to the training site with a photo ID.

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General MWD Certification Information The required course and exam are free. The exam is open book. This manual, which includes all related content for use during course and exam, will be provided by BPH in hardcopy. 65 Questions Total with 53 Questions from 47CSR59 Monitoring Well Regulations and 47CSR60 Monitoring Well Design Standards (included within this document) and 12 Questions from NDA Driller’s Handbook and additional information included within this document. A score of 70% or better on the exam. NOTE: Exam results will be processed as soon as possible and mailed to each participant. This usually is within 2 to 3 weeks from the test date. For confidentiality, results cannot be given out over the phone. Initial certification will be issued by WV DEP when the individual:

1. Fulfills experience, course, and exam requirements with the BPH. 2. Submits a completed address verification form with the initial certification fee of

$200 to the WV DEP. Certification expires 1 year from the date of issuance. Renewal notices are sent 30 days prior to the expiration of certificate by the WV DEP. The annual renewal fee is $200. No bonding is required. No per well fee is required. No pre-authorization is required to drill and construct. Drillers may submit their construction and/or abandonment monitoring well and high-risk borehole completion reports via the Internet online at www.dep.wv.gov.

Electronic submission speeds up the process and costs nothing.

An electronic receipt is provided upon approval or if problems are encountered.

Paper forms are available from the WV DEP upon request while supplies last.

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TITLE 47 LEGISLATIVE RULES

DEPARTMENT OF ENVIRONMENTAL PROTECTION WATER RESOURCES

SERIES 59

MONITORING WELL RULES §47-59-1. General. 1.1. Scope. -- This legislative rule establishes the certification of monitoring well drillers and monitoring well installations and alterations. 1.2. Authority. -- W. Va. Code §22-12-5(d). 1.3. Filing Date. -- April 9, 2010. 1.4. Effective Date. -- April 9, 2010. §47-59-2. Definitions. 2.1. “Application” means the Department of Environmental Protection’s standard form(s) for applying for monitoring well driller certification, including any additions, revisions or modifications to the form(s). 2.2. “Borehole” means a circular hole, deeper than it is wide, constructed in earth material for the purpose of obtaining geological or groundwater data. Boreholes are also referred to as “drill holes.” 2.3. “Certified monitoring well driller” means an individual granted a written certificate by the Secretary to drill, construct, alter or abandon monitoring wells and who meets the requirements of this rule. 2.4. “Design standards” means those specifications, drawings and other details promulgated by the Secretary to ensure proper location, design, construction, completion and abandonment of monitoring wells. 2.5. “Groundwater” means the water occurring in the zone of saturation beneath the seasonal high water table, or any perched water zones. 2.6. “High risk borehole” means a borehole that is on a site that currently contains or contained in the past solid or hazardous waste, hazardous materials or their by-products; or that may be affected by solid or hazardous waste, hazardous materials or their by-products; or at sites known or suspected to be contaminated by hazardous waste, hazardous materials or their by-products, unless the contamination is determined to be innocuous; or in situations where water quality in one water-bearing zone may be detrimental to another water-bearing zone. 2.7. “Monitoring well” means any cased excavation or opening into the ground made by digging, boring, drilling, driving, jetting or other methods for the purpose of determining the physical, chemical, biological or radiological properties of groundwater. The term “monitoring well” includes piezometers and observation wells that were installed for purposes other than those listed above, but does not include wells whose primary purpose is to provide a supply of potable water. 2.8. “Monitoring well driller” means the individual operating the drilling rig when drilling, constructing, altering or abandoning (i.e., properly or improperly closing) a monitoring well or a high-risk borehole.

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2.9. “Person” means an individual, partnership, association, syndicate, company, firm, trust, corporation, government corporation, institution, department, division, bureau, agency, federal agency or any other entity recognized by law. 2.10. “Piezometer” means a groundwater monitoring well sealed below the water table that is installed for the specific purpose of determining the potentiometric surface or the physical, chemical, biological or radiological properties of groundwater, or both. 2.11. “Secretary” means the Secretary of the Department of Environmental Protection or his or her lawful designee. §47-59-3. Application and Enforcement. 3.1. Application -- This rule applies to all monitoring well drillers. 3.2. Enforcement -- The enforcement of this rule is vested with the Secretary of the West Virginia Department of Environmental Protection, or his or her lawful designee. §47-59-4. Certification of Monitoring Well Drillers. 4.1. There shall be a certified monitoring well driller on site in direct charge of actively drilling, constructing, altering, testing or abandoning any monitoring well or high-risk borehole. 4.2. To be eligible for certification, an individual must meet one of the following criteria: 4.2.a. Have a minimum of two (2) years of monitoring well drilling experience under the supervision of a West Virginia certified monitoring well driller; or 4.2.b. Have six (6) months of monitoring well drilling experience that includes properly installing at least fifteen (15) monitoring wells and properly abandoning at least ten (10) monitoring wells under the supervision of a West Virginia certified monitoring well driller. 4.3. An application for certification as a monitoring well driller shall be made in writing to the Secretary on a form prescribed by the Secretary. Information required on the form may include, but not be limited to, the applicant’s name, address, education, experience, business name and references. 4.4. In addition to filing an application for becoming a certified monitoring well driller, the applicant must pass an oral or written examination to assure the Secretary that the applicant is thoroughly familiar with all requirements of applicable laws, regulations, and design standards pertaining to monitoring well drilling and construction and borehole abandonment. Examinations shall be administered by personnel of the West Virginia Department of Environmental protection or their appointees. An applicant must obtain a passing grade of seventy percent (70%) in order to become certified. An applicant who has failed an examination must wait thirty (30) days before retaking the examination. 4.5. Certification is not transferable or assignable and shall automatically become invalid upon suspension or revocation. 4.6. Certification expires one (1) year after date of issuance and may be renewed thirty days (30) before the expiration date. 4.7. If a certified monitoring well driller allows his or her certification to expire without seeking renewal,

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he or she must be retested in accordance with the provisions of subsection 4.4 above in order to receive recertification under this rule. §47-59-5. Monitoring Well Driller Identification. All monitoring well drillers shall have proof of certification available for inspection at all times when actively engaged in drilling, constructing, altering, or closing/abandoning monitoring wells or boreholes. §47-59-6. Advisory Board. 6.1. The Secretary may establish an advisory board and designate the chairman of the board. 6.2. The advisory board membership shall consist of, but not necessarily be limited to, the following members: 6.2.a. Three (3) members shall be certified monitoring well drillers; 6.2.b. One (1) member shall be from the State Bureau for Public Health; 6.2.c. One (1) member shall be from the Department of Environmental Protection; and 6.2.d. One (1) member shall be from the West Virginia Geological & Economic Survey. 6.3. The duties of the advisory board shall be assigned by the Secretary. 6.4. The Secretary may establish other boards, committees or commissions to assist in carrying out the provisions of this rule. §47-59-7. Denial, Suspension or Revocation of Certification. 7.1. The Secretary may suspend, revoke or deny certification if the information on the application form is incomplete, inaccurate, false or misleading, or if the provisions of this rule or any other rule pertaining to monitoring wells are willfully or negligently violated. 7.2. Suspension or revocation of certification shall be preceded by a written notice from the Secretary at least ten (10) days prior to actual revocation or suspension. 7.3. Denial, suspension or revocation of certification shall be in writing from the Secretary and shall state specific reasons for the denial, suspension or revocation. 7.4. When certification has been denied, suspended or revoked, the individual thereby affected shall immediately discontinue the drilling, altering, constructing and abandonment of monitoring wells and boreholes. 7.5. Any individual whose application for certification has been denied or whose certification has been suspended or revoked may request a hearing in accordance with the provisions of W. Va. Code §22-12-11. §47-59-8. Administrative Due Process. Those persons adversely affected by the enforcement of this rule who desire a contested case hearing to determine any rights, duties, interests or privileges shall proceed in the manner prescribed in W. Va. Code §22-12-11.

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§47-59-9. Severability. If any provisions of this rule or the application thereof to any person or circumstance are held invalid, the invalidity shall not affect the provisions or the application of this rule that can be given effect without the invalid provisions or application and, to this end, the provisions of this rule are declared to be severable.

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TITLE 47 LEGISLATIVE RULE

DEPARTMENT OF ENVIRONMENTAL PROTECTION WATER RESOURCES

SERIES 60

MONITORING WELL DESIGN STANDARDS §47-60-1. General. 1.1. Scope and Purpose. -- This rule establishes minimum acceptable documentation and standards for the design, installation, construction, and abandonment of monitoring wells and for the abandonment of all boreholes. 1.2. Authority. -- W. Va. Code §22-12-5(d). 1.3. Filing Date. -- April 9, 2010. 1.4. Effective Date. -- April 9, 2010. §47-60-2. Applicability. This rule applies to any person who either owns, operates, constructs, installs or abandons monitoring wells and boreholes. All monitoring wells and boreholes shall be abandoned according to section 19 of this rule. This rule does not apply to monitoring wells and boreholes installed prior to the effective date of this rule, except as provided for in section 19 of this rule. §47-60-3. Definitions. 3.1. “Abandonment” means the sealing of a monitoring well or borehole in accordance with section 19 of this rule in order to restore original hydrogeologic conditions and/or to prevent contamination. 3.2. “Air rotary drilling” means a drilling method whereby the borehole is advanced using a circular rotating action applied to a string of drilling rods that have a diffused discharge bit attached to the bottom of the rods. Pressurized air is forced through the drilling rods that cools the drilling tools and removes the cuttings from the borehole. 3.3. “Annular space” (Annulus) means the space between two well casings or between the casing and the borehole sidewall. 3.4. “Annular space seal” means the following: 3.4.a. For wells constructed with filter packs, it is the material placed above the top of the filter pack or the filter pack seal up to the surface seal and between the well casing and the adjacent formation; or 3.4.b. For wells constructed into bedrock formations and without well screens, it is the material placed from the bottom of the enlarged borehole up to the surface seal, between the well casing and the adjacent formation. 3.5. “Appropriate groundwater regulatory agency” means the groundwater regulatory agency that has primary regulatory oversight of a particular facility or activity. Where primary regulatory oversight is

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unassigned or shared, the Secretary shall determine which groundwater regulatory agency is to be the appropriate groundwater regulatory agency. 3.6. “Aquifer test well” means a monitoring well installed to provide information on the hydraulic conductivity, transmissivity, storage coefficient, capture zone, specific capacity, radius of influence or other physical parameters of an aquifer, defined geologic unit, or water bearing formation. 3.7. “ASTM” means American Society for Testing and Materials. 3.8. “Bedrock” means the continuous solid rock underlying any loose surface material such as soil, alluvium or boulders. Bedrock includes, but is not limited to, limestone, dolomite, sandstone, shale, coal, igneous, and metamorphic rock. 3.9. “Bentonite” means a clay consisting of at least eighty-five percent (85%) montmorillonite. Bentonite is available in the following forms: 3.9.a. “Bentonite powder” means two hundred (200) mesh pure bentonite, without additives. 3.9.b. “Bentonite granules” means eight (8) mesh pure bentonite, without additives. 3.9.c. “Bentonite pellets” means commercially manufactured tablets made by compressing pure bentonite, without additives, into forms greater than one-quarter inch (1/4”) in size. 3.9.d. “Bentonite chips” means commercially processed angular fragments of pure bentonite, without additives. 3.10. “Bentonite-cement grout” means a mixture with the ratio not to exceed five (5) pounds of bentonite with ninety-four (94) pounds of Portland cement and approximately eight and six-tenths (8.6) gallons of water from an uncontaminated source. 3.11. “Bentonite-fine sand slurry” means a mixture with the minimum ratio of fifty (50) pounds of bentonite with one hundred (100) gallons of water from an uncontaminated source and ten to twenty-five percent (10-25%) sand by volume for a mud weight of eleven (11) pounds per gallon. 3.12. “Bentonite granular slurry” means a thoroughly blended mixture of up to thirty (30) pounds of untreated bentonite powder added to one hundred (100) gallons of water from an uncontaminated source with a minimum of one hundred (100) pounds of untreated bentonite granules mixed together by a Venturi hopper mud mixer or other equivalent high shear mixer. 3.13. “Bentonite high-solids grout” means a thoroughly blended mixture of water from an uncontaminated source with untreated bentonite, without additives. The mixture by weight shall contain a minimum of twenty percent (20%) bentonite solids. 3.14. “Borehole” means a circular hole, deeper than it is wide, constructed in earth material for the purpose of obtaining geologic or groundwater related data. Boreholes are also referred to as drill holes. 3.15. “Certified monitoring well driller” means an individual granted a written certificate by the Secretary to drill, construct, alter or abandon monitoring wells or boreholes, except those defined as low-risk in subdivision 19.2.a below, and who meets the requirements of 47CSR59, “Monitoring Well Regulations.” 3.16. “Clay” means a fine grained inorganic soil with a grain size less than seventy-five micrometers (75 µm) and having a plasticity index equal to or greater than four (4).

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3.17. “Clustered monitoring wells” means individual monitoring wells situated close together, but not in the same borehole. Clustered wells are most often used for monitoring ground water conditions at various depths in roughly the same area. 3.18. “Coarse sand” means a well sorted sand with a predominant grain size between four and seventy-six hundredths millimeters (4.76 mm) and two millimeters (2.0 mm) as established by the unified soil classification system. 3.19. “Concrete” means a slurry mixture with a ratio of ninety-four (94) pounds of cement, equal volumes of dry sand and gravel, and five (5) to six (6) gallons of water from an uncontaminated source. The ratio of sand and gravel to cement may not exceed three (3) parts to one (1). 3.20. “Contaminant” means any material in a solid, liquid or gaseous state that has the potential to cause contamination. 3.21. “Contamination” means any manmade or man-induced alteration of the chemical, physical or biological integrity of the groundwater resulting from activities regulated under the West Virginia Groundwater Protection Act in excess of existing groundwater quality, unless that site has been granted a deviation or variance from existing quality as provided for in the West Virginia Groundwater Protection Act, or is subject to an order, permit, or other regulatory action that requires restoration or maintenance of groundwater quality at a different concentration or level. 3.22. “Driven-point well” means a well constructed by joining a drive point with lengths of pipe and driving the assembly into the ground with percussion equipment or by hand, without first removing material below the ten (10) foot depth. 3.23. “Excavated well” means any monitoring well that is constructed by backfilling appropriately sized unconsolidated material around the well screen. Excavated wells will be installed in accordance with sections 6, 7, and 8, subdivision 11.4.c, and subsection 11.5 of this rule. Excavated wells include, but are not limited to, any tank pit observation well. 3.24. “Filter pack” means the sand, gravel or both placed in direct contact with the well screen. 3.25. “Filter pack seal” means the sealing material placed in the annular space above the filter pack and below the annular space seal to prevent the migration of annular space sealant into the filter pack. 3.26. “Fine sand” means a well sorted sand with a predominant grain size between 0.42 mm and 0.074 mm, as established by the Unified Soil Classification System. 3.27. “Gravel” means an unconsolidated material with the predominant grain size being between 76.2 mm and 4.76 mm, as established by the Unified Soil Classification System. 3.28. “Groundwater” means the water occurring in the zone of saturation beneath the seasonal high water table, or any perched water zones. 3.29. “Groundwater observation well” means any monitoring well in which the screened interval intersects the water table. 3.30. “Groundwater Regulatory Agency” means the Department of Environmental Protection, the Bureau for Public Health, the Department of Agriculture, or any other political subdivision that has received approval from the Secretary to regulate facilities or activities for groundwater protection.

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3.31. “Hollow stem auger drilling” means a drilling method where continuous flighting is welded to a hollow stem pipe. The flighting carries drill cuttings to the surface as the flighting is rotated and pushed down into the earth. 3.32. “Inside diameter” means the horizontal distance between the inner walls of a well casing, hollow stem auger or tremie pipe. 3.33. “Medium sand” means a well sorted sand with a predominant grain size between 2.0 mm and 0.42 mm, as established by the Unified Soil Classification System. 3.34. “Monitoring well” means any cased excavation or opening into the ground made by digging, boring, drilling, driving, jetting, or other methods for the purpose of determining the physical, chemical, biological, or radiological properties of groundwater. The term “monitoring well” includes piezometers and observation wells that are installed for purposes other than those listed above, but does not include wells whose primary purpose is to provide a supply of potable water. 3.35. “Montmorillonite” means a group of expanding lattice clay minerals of the general formula: R0.33Al2Si4O10(OH)2.H2O, where R means one or more cations of sodium, potassium, magnesium or calcium and where Al means aluminum, Si means silicon, O means oxygen and H means hydrogen. 3.36. “Mud rotary drilling” means a drilling method whereby a borehole is advanced by using a circular rotating action applied to a string of drilling rods that have a diffused discharge bit attached to the bottom of the string. A bentonite and water mud slurry is used to provide borehole stability, to cool the bit and to carry cuttings to the ground surface. 3.37. “Neat cement grout” means a slurry mixture with a ratio of ninety-four (94) pounds of Portland cement mixed with five (5) to six (6) gallons of water from an uncontaminated source. 3.38. “Nested monitoring wells” means two (2) or more casing strings within the same borehole. The screened interval of each casing string is designed to monitor water from different zones. 3.39. “Percussion drilling” means a drilling method using a cable tool drilling machine or a drilling method whereby the permanent or temporary well casing is driven, or is set into a borehole and then driven. 3.40. “Permanent monitoring well” means any monitoring well in place for sixty (60) days or longer. 3.41. “Person” means any industrial user, public or private corporation, institution, association, firm or company organized or existing under the laws of this or any other state or country; state of West Virginia; governmental agency, including federal facilities; political subdivision; county commission; municipal corporation; industry; sanitary district; public service district; soil conservation district; watershed improvement district; partnership; trust; estate; person or individual; group of persons or individuals acting individually or as a group; or any legal entity whatever. 3.42. “Piezometer” means a monitoring well sealed below the water table that is installed for the specific purpose of determining the potentiometric surface or the physical, chemical, biological, or radiological properties of groundwater, or both. 3.43. “Potentiometric surface” or “piezometric surface” means an imaginary surface representing the total head of groundwater and is the level to which water will rise in a well. 3.44. “PSI” means pounds per square inch.

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3.45. “Purge” means an action that removes water from the well, commonly accomplished by using a pump or bailer. 3.46. “Recovery well” means a well intended and designed to capture and remove contaminants from the subsurface. 3.47. “Rotary wash drilling” means a drilling method whereby metal temporary casing is advanced into the borehole by driving. At selected intervals, the temporary casing is cleaned out using rotary drilling tools by pumping clean water through the rod to flush out accumulated cuttings. This drilling method is also known as wash bore or wash down drilling. 3.48. “Sand-cement grout” means a mixture of cement, sand and water in the proportion of ninety-four (94) pounds of Portland cement, one (1) cubic foot of dry sand, and five (5) to (6) gallons of water from an uncontaminated source. 3.49. “Secretary” means the Secretary of the Department of Environmental Protection or his or her authorized designee. 3.50. “Sediment” means any unconsolidated material including, but not limited to, clay, silt, sand, gravel, and rock particles. 3.51. “Solid stem auger drilling” means a drilling method where continuous flighting is welded onto a solid stem pipe. The flighting carries drill cuttings to the surface as the flighting is rotated and pushed down into the earth. The borehole is created by a cutting bit located at the tip of the lead auger. 3.52. “Specific gravity” means the weight of a particular volume of substance compared to the weight of an equal volume of water at a reference temperature. 3.53. “Surge” means an action causing water to move rapidly in and out of the well screen, thereby removing fine material from the surrounding aquifer. 3.54. “Tank pit observation well” means any vapor observation well or groundwater observation well or both installed in an underground storage tank excavation for release detection purposes. 3.55. “Temporary monitoring well” means any monitoring well in place for less than sixty (60) days. 3.56. “Top of bedrock” or “top of firm rock” means at least seventy percent (70%) of the drill cuttings being either: 3.56.a. Angular rock fragments, as in the case of crystalline rock; or 3.56.b. Rock fragments composed of individual grains or rock particles that are cemented together to form an aggregate, as opposed to a single sediment particle. 3.57. “Tremie pipe” means a pipe or hose used to install well construction materials in an annular space or a borehole. 3.58. “Unconsolidated material” means that material found above bedrock, composed of single sediment particles, individual grains or rock fragments. Unconsolidated material includes but is not limited to clay, silt, sand, gravel, loess, peat and organic soil.

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3.59. “Unified Soil Classification System” means the soil designation system based on the physical properties of the soil developed from the airfield classification system in 1952 and adopted by the American Society for Testing and Materials in standard test method D2487-83. Note: A copy of this publication is available from the American Society for Testing and Materials, 100 Bar Harbor Drive, West Conshohocken, Pennsylvania 19428. 3.60. “Vapor observation well” means any excavated well in which the screened interval intersects the backfill or unconsolidated material that is sufficiently porous to readily allow diffusion of vapors into the well. 3.61. “Water table” means the surface of unconfined groundwater where the water pressure is equal to atmospheric pressure. 3.62. “Water table observation well” means any monitoring well in which the screen or open borehole intersects a water table that is installed for the specific purpose of determining either the elevation of the water table or the physical, chemical, biological or radiological properties of groundwater, or both. 3.63. “Well” means any borehole or other excavation or opening in the ground, deeper than it is wide, constructed for the purpose of obtaining or monitoring the surrounding media, including groundwater. This definition does not include water wells whose sole purpose is to provide: a supply of water, for exploration of water, for dewatering, or for functioning as heat pump wells. 3.64. “Well depth” means the distance from the ground surface to the bottom of the well screen or to the bottom of the open hole when a well screen is not used. 3.65. “Well riser” means the impervious portion of pipe extending from the top of the well screen or open borehole to the top of the monitoring well. The well riser prevents undesirable fluids and materials from entering the monitoring well and provides access to the zone or the interval being monitored. 3.66. “Well screen” means the filtering device that allows groundwater to flow freely into a monitoring well from an adjacent formation. 3.67. “Well volume” means the volume of water contained in the well casing and the filter pack. §47-60-4. Conflicting Provisions. Where, in certain instances, existing rules impose requirements that are more or less restrictive than the requirements of this rule, and in the event that this rule conflicts with another applicable rule, the Secretary shall determine which rule or section(s) thereof best complies with the intent of the Groundwater Protection Act, West Virginia Code §22-12-1 et seq., and require adherence to said rule or section(s) thereof. The Secretary may, at his or her discretion, begin the formal regulatory process to remove the conflict between the rules. §47-60-5. Borehole Protection. Protective measures shall be taken to prevent a borehole from acting as a conduit for contamination or becoming a safety hazard until abandonment in accordance with section 19 of this rule. §47-60-6. Monitoring Well Location And Reporting Requirements. 6.1. Where prior groundwater regulatory agency approval is required, monitoring wells shall be installed at the locations indicated on the approved plans and specifications.

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6.2. Following installation of a monitoring well, each certified monitoring well driller shall report to the Secretary, on forms provided by the Secretary, the following information within sixty (60) days after completion of the well installation. 6.2.a. The name and address of the person for whom the wells were installed; 6.2.b. The date the wells were installed; and 6.2.c. The latitude and longitude coordinates in degrees, minutes, and seconds to the nearest second, and the method used to determine such coordinates for each well installed. 6.3. The certified monitoring well driller shall assign each monitoring well a registration number using the following system: 6.3.a. The first group of numbers will be the certified monitoring well driller’s certification number followed by a dash (-). 6.3.b. The second group of numbers will represent the number of the monitoring well(s) installed by the driller for the calendar year followed by a dash (-). 6.3.c. The third group of numbers will represent the calendar year in which the well was installed. Example: The first well drilled by a certified monitoring well driller with certification number 0123 in calendar year 1996 would be: 0123-0001-96. 6.4. The certified monitoring well driller shall permanently affix the registration number onto each well installed. 6.5. Failure to comply with any part of section 6 of this rule may result in enforcement action taken pursuant to 47CSR59 §7. §47-60-7. Well Riser. 7.1. The well riser for wells constructed in a floodplain or floodway shall terminate a minimum of two (2) feet above ground level and be provided with a watertight cap, unless it can be demonstrated that inundation will not occur, except as provided for in subsection 11.6 of this rule. 7.2. Specifications -- The riser must consist of materials that will not alter the quality of water samples for the constituents of concern and that are appropriate for the monitoring environment. The riser should have adequate wall thickness and coupling strength to withstand installation and development stresses. Each section of riser should be uncontaminated prior to installation. The minimum nominal internal diameter of the riser should be chosen based on the particular application. However, in most instances, a minimum of two (2) inches (50.8 mm) is needed to accommodate sampling devices. Note: Risers are generally constructed of PVC, stainless steel, fiberglass, or fluoropolymer materials. 7.3. Assembly and Installation -- Where the well is to be used for organic water quality monitoring, all riser couplings shall use a coupling method that is watertight and that does not introduce organic compounds to the well. Wells that will not be monitored for organic compounds may use any industry accepted watertight coupling method.

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7.4. Inspection -- Prior to use, the casings, couplings and other components shall be inspected for cuts, deformities, gouges, deep scratches, damaged ends, and other imperfections that could compromise the integrity of the well. Any casing, coupling or component having such a defect may not be used. 7.5. Risers shall be centered in the borehole, using centralizers if necessary, except in the case of nested monitoring wells. 7.6. A protective cap on the well riser may be necessary during the installation of the annular space seal, the filter pack, the filter pack seal and the ground surface seal to prevent any of these materials from entering the monitoring well. §47-60-8. Well Screen. 8.1. Specifications -- The well screen must consist of materials that will not alter the quality of water samples for the constituents of concern and that are appropriate for the monitoring environment. The well screen should have adequate wall thickness and coupling strength to withstand installation and development stresses. Each section of well screen should be uncontaminated prior to installation. The minimum nominal internal diameter of the well screen should be chosen based on the particular application. 8.2. All monitoring well screens shall be constructed of material that is nonreactive with the constituents in soils and groundwater at the monitoring location. The well screen slot size shall be sized to retain at least ninety percent (90%) of the grain size of the collapsed formation where such is used as filter pack material, or at least ninety percent (90%) of the grain size of the filter pack if material other than collapsed formation is used. In lieu of a sieve analysis, or where other well design considerations require a different slot size, a number ten (10) slot screen size may be used, as a maximum, to retain at least ninety percent (90%) of the filter pack material. Well screen interval lengths should be chosen to adequately monitor the water-bearing zone of interest and to comply with section 13 of this rule. Well screens on piezometers installed for the purpose of determining the elevation of the potentiometric surface may not exceed five (5) feet in length, except where potentiometric surfaces may fluctuate over greater intervals. Note: Well screens for wells other than the water table observation wells and piezometers identified above may vary in length. 8.3. Assembly and Installation. All well screens shall be joined to the well riser by methods described in subsection 7.3 of this rule. All joints shall be watertight. Monitoring wells installed in bedrock using an open borehole may be constructed without a well screen. 8.4. Well screens shall be centered in the borehole, using centralizers if necessary, except in the case of nested monitoring wells. 8.5. The bottom portion of each well screen or well must be plugged or capped to prevent oversized material from entering the well. §47-60-9. Tremie Pipes and Sealing Procedures. 9.1. Materials -- The tremie pipe used for the placement of sealant materials shall be one of the following materials and shall exhibit pressure ratings adequate for the pumping pressures to be used: 9.1.a. Metal pipe, 9.1.b. Rubber-covered hose reinforced with braided fiber or steel,

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9.1.c. Thermoplastic pipe including but not limited to: 9.1.c.1. Polyvinyl chloride (PVC), 9.1.c.2. Chlorinated polyvinyl chloride (CPVC), 9.1.c.3. Polyethylene (PE), 9.1.c.4. Polybutylene (PB), or 9.1.c.5. Acrylonitrite butadiene styrene (ABS). 9.2. Procedures -- This subsection describes groundwater regulatory agency approved sealant placement methods when a tremie pipe is used. Note: These procedures apply to the use of grout or slurry sealant. 9.2.a. The sealant material shall be placed in such a manner as to not disturb the integrity of the filter pack and seal, and to not threaten the integrity of the riser. 9.2.b. When a tremie pipe is used for placement of fluid sealants, the bottom end shall be kept submerged in the sealant material throughout the sealing process. 9.2.c. The sealant material shall be brought up to the ground surface seal. Any settling of the sealant material shall be topped off. 9.2.d. Tremie pipe -- gravity. Sealing material may flow by gravity through a funnel or hopper connected to a tremie pipe. The tremie pipe shall be lowered to the bottom of the annular space or borehole to be sealed and the sealing material placed from the bottom up. 9.2.e. Tremie pipe -- pumped. Sealing material shall be placed by a pump through a tremie pipe into the annular space or borehole. Tremie pipes used for the placing of pumped slurry or grout should be fitted with a J-hook end or a closed end with side discharge. Note: The J-hook end or closed end with side discharge of the tremie pipe will direct the flow of the materials to the side or upward. §47-60-10. Filter Packs. 10.1. All permanent monitoring wells installed in unconsolidated material and used for the collection of water quality samples shall be constructed with filter packs, except as provided in subsection 10.4 of this rule. Permanent monitoring wells installed in bedrock may be constructed with filter packs. When used, the filter pack shall be the only material in contact with the well screen. All commercially prepared filter packs installed in permanent monitoring wells shall meet the requirements in subsection 10.2 of this rule. All other filter packs shall meet the requirements in subsection 10.4 of this rule. 10.2. Specifications -- The filter pack shall be a silica based sand or gravel. The sand or gravel used for filter packs shall be hard and durable and shall have an average specific gravity of not less than 2.50. The sand and gravel shall be visibly free of clay, dust and micaceous and organic matter. Not more than five percent (5%) of the sand or gravel shall be soluble in a ten percent (10%) hydrochloric acid solution. Uniformity coefficients for filter pack material shall range from one (1) to three (3). All filter pack material should be purchased from a reputable supplier who has properly cleaned and bagged the material. In lieu of a sieve

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analysis, for unconsolidated material that is predominately silt and clay, the filter pack shall be a fine sand. In bedrock, the filter pack shall be a medium or coarse sand or gravel, except in karst or highly fractured bedrock formations where fine sand filter packs may be used. Crushed limestone, dolomite or any material containing clay or any other material that will adversely impact on the performance of the monitoring well may not be used as filter pack. Note: When installing a monitoring well in karst or highly fractured bedrock, a pre-packed or double sleeved screen may be necessary to hold the filter pack material in place. 10.3. Installation -- The filter pack shall generally extend from six (6) inches beneath the bottom of the well to between two (2) and five (5) feet above the top of the well screen. For water table observation wells constructed in areas where the depth to water table is less than seven (7) feet or where discrete monitoring is desired, the required filter pack height above the top of the well screen may be reduced to six (6) inches to allow for the required amount of annular space sealant to be placed. To ensure that the filter pack is installed evenly surrounding the well screen and casing over the proper depth interval, a tape measure, measuring rod or similar device shall be used to measure the height of the filter pack. The tape measure, measuring rod or similar device shall be carefully raised and lowered while the filter pack is being installed to identify bridging. If bridging occurs, the filter pack material shall be tamped into place surrounding the well screen and riser, using a measuring rod or similar device. Pre-packed screens may be used if necessary. 10.4. Collapsed Formation -- Collapsed formation may be used as filter pack material, if the collapsed formation will limit the passage of formation fines into the well screen and either an artificial filter pack cannot be installed or the formation grain size is greater than or equal to fine sand sized grains. The grain size distribution of the collapsed formation shall be such that at least ninety percent (90%) of the formation will be retained by the well screen. §47-60-11. Sealing Requirements. 11.1. All materials and procedures used in the installation of seals for permanent monitoring wells shall meet the requirements of this section. 11.2. Installation of the Filter Pack Seal -- A bentonite chip, pellet or a slurry seal shall be placed in the annulus between the borehole and the riser pipe on top of the secondary or primary filter pack. This seal will retard the movement of cement-based grout backfill into the primary or secondary filter packs. To be effective, the filter pack seal should extend above the filter packs approximately three (3) feet or more, but may be less depending on site-specific conditions, where discrete sampling is desired or where physical conditions prohibit a longer seal depending on local conditions. The filter pack seal should be installed using a tremie pipe lowered to the top of the filter pack and slowly raised as the bentonite pellets or the slurry fill the annular space. Bentonite pellets may bridge and block the tremie pipe in deep wells. In these cases, pellets may be allowed to free fall into the borehole. As a bentonite pellet seal is poured into the tremie pipe or allowed to free fall into the borehole, a tamper or weighted line may be necessary to tamp pellets into place. If the seal is installed above the water level, water from an uncontaminated source shall be added to allow proper hydration of the annular seal. The tremie pipe or a weighted line inserted through the tremie pipe shall be used to measure the top of the filter pack seal as the work progresses. Sufficient time should be allowed for the bentonite pellet seal to hydrate or the slurry annular seal to expand prior to grouting the remaining annulus. The volume and elevation of the filter pack seal material should be measured and recorded on the well construction diagram. 11.3. Annular Space Seal Specifications -- All permanent monitoring wells shall be installed with an annular space seal designed to achieve a permeability of 10-5 centimeters per second or less. For permanent monitoring wells constructed with filter packs, the annular space seal shall extend from the filter pack seal to the ground surface seal and should be at least two (2) feet in length. For monitoring wells constructed into

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bedrock formations and without well screens, the annular space seal shall extend from the bottom of the outer casing to the ground surface seal. 11.4. Annular Space Seal Installation -- Bentonite chips, pellets or granules with a diameter of three-eighths inches (3/8”) or less shall either be poured freely down the borehole or added through a tremie pipe to seal the annular space. When a tremie pipe is used to place the annular space sealant, the procedures in subsections 9.2.a and 9.2.b of this rule shall be followed. 11.4.a. When grouts or slurries are used to seal the annular space, the material shall be poured freely down a tremie pipe or pumped down a borehole with the use of a tremie pipe. When a tremie pipe is used to place the annular space sealant, the procedures of subsection 9.2 of this rule shall be followed. 11.4.b. When any slurry or grout is used, there shall be a twelve (12) hour period between the time the annular space seal is installed and the time the protective ground surface seal is installed. Any settling in the annular space seal shall be topped off before the ground surface seal is installed. 11.4.c. The top of the well casing shall be covered with a protective cap. 11.5. Excavated Wells -- For excavated wells, the seal between the protective cover and the riser pipe acts as both the filter pack seal and the annular space seal. 11.6. Ground Surface Seal and Protective Cover Pipe. 11.6.a. Ground surface seal -- All permanent monitoring wells shall be constructed with a bentonite cement grout, neat cement grout, or concrete ground surface seal. The ground surface seal shall extend to a minimum of thirty (30) inches below the land surface, and the top shall be sloped away from the well casing. If the monitoring well depth is such that both a minimum two (2) foot annular space seal and a minimum two and one-half (2.5) foot ground surface seal cannot both be placed, the ground surface seal may be shortened. 11.6.b. Protective cover pipe -- The protective cover pipe shall consist of a casing at least two (2) inches larger in diameter than the well riser and have a locking cap. The protective cover pipe shall extend from the bottom of the ground surface seal to a minimum of twenty-four (24) inches above the ground surface, except as provided in subsection 11.5 of this rule. The protective cover pipe shall always extend above the top of the well riser. For water table observation wells constructed in areas where the depth to the water table is less than seven (7) feet, the required length (depth) of protective cover shall be reduced and may not extend into the filter pack. 11.7. Ground Surface Seal and Flush Mounted Protective Cover. 11.7.a. Ground surface seal -- All permanent monitoring wells with a flush mounted protective cover shall be constructed with a concrete ground surface seal. The ground surface seal shall extend to, but not beyond, the total depth of the flush mounted protective cover. The ground surface seal shall be installed around the flush mounted protective cover and may not be placed between the flush mounted protective cover and the well casing. 11.7.b. Flush mounted protective cover -- The flush mounted protective cover shall not be installed in areas subject to ponding or flooding. The flush mounted protective cover lid(s) shall indicate on its outer surface that it is a type of monitoring well as defined in section 3.35 of this rule. A black equilateral triangle inset in a white background is also an acceptable label. If an impervious surface does not exist, an apron shall be created that will support the weight of the traffic in the area. The flush mounted protective cover shall consist of a watertight metal casing with an inside diameter at least two (2) inches greater than the inside diameter of the monitoring well riser. The flush mounted protective cover shall be one continuous metal

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piece or two metal pieces that are joined with a continuous weld. The flush mount protective cover shall be a minimum of twelve (12) inches in length. There may be no more than eight (8) inches between the top of the monitoring well riser and the top of the flush mounted protective cover after installation. The flush mounted protective cover shall have an exterior flange or lugs. The flush mounted protective cover or the monitoring well shall have a locking mechanism. The monitoring well installed within any flush mounted protective cover shall have a watertight cap. Note: After removing the watertight cap and prior to taking a head level measurement, a waiting period is recommended to enable the water level to stabilize. §47-60-12. Drilling Methods and Fluids. Drilling shall be conducted in a manner so as to minimize the introduction of foreign material into the borehole, produce the least possible disturbance to the formation, and permit the proper construction and development of the required diameter well. Only air, water free of bacterial and chemical contamination, or bentonite drilling mud mixed with water from an uncontaminated source may be used as drilling fluids. The water used for drilling shall be stored in such a manner as to prevent contamination of the clean water. If air is used as a drilling fluid, the air shall be filtered by an oil-air filter or oil trap to reduce or remove the oil content discharged from the compressor. If water is used, the source of the water shall be reported. §47-60-13. Cross Contamination. In areas where contamination is suspected to exist, precautions shall be taken to prevent cross contamination of groundwater bearing zones or uncontaminated zones. §47-60-14. Disposal and Decontamination. 14.1. In areas where contamination is known to occur, all drill cuttings and fluids and surge and wash waters from borehole and monitoring well construction and development shall be disposed of in a manner that is protective of the waters of the State. 14.2. All borehole and monitoring well construction and development equipment shall be decontaminated as needed to prevent contamination or cross-contamination of boreholes or monitoring wells. §47-60-15. Borehole Diameter. 15.1. Boreholes in unconsolidated geologic formations -- For all permanent monitoring wells in unconsolidated geologic formations, the borehole diameter shall meet the following requirements: 15.1.a. If hollow stem augers are used, their inside working diameter shall be at least two (2) inches greater than the inside diameter of the permanent well casing. 15.1.b. If solid stem augers are used, their outside diameter shall be at least four (4) inches greater than the inside diameter of the permanent well casing. 15.1.c. If an air or mud rotary method is used, the borehole diameter shall be at least four (4) inches greater than the inside diameter of the permanent well casing. If a temporary outer casing is used, the inside diameter of the temporary outer well casing shall be at least four (4) inches greater than the inside diameter of the permanent well casing. The temporary outer casing shall be pulled immediately before or as the annular space is sealed, depending on site specific geology.

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Note: The dual-tube or triple-tube reverse rotary systems are rotary methods. 15.1.d. If percussion methods, including the rotary wash, wash down, and wash bore methods are used with a temporary outer casing in unconsolidated geologic formations, the inside diameter of the temporary outer casing shall be at least four (4) inches greater than the inside diameter of the permanent well casing. The temporary outer casing shall be removed during the sealing of the annular space. 15.2. Boreholes in bedrock geologic formations -- For all permanent monitoring wells installed deeper than two (2) feet past the top of the bedrock, the borehole diameter shall meet the following requirements: 15.2.a. If an air or mud rotary method is used to construct the monitoring well, the requirements of subdivision 15.1.c of this rule shall be followed. 15.2.b. If percussion methods are used to construct the monitoring well, the requirements of subdivision 15.1.d of this rule shall be followed. §47-60-16. Recovery Wells. Groundwater quality data from recovery wells may not be acceptable, as some recovery wells may not meet the minimum design standards required for monitoring wells. Recovery wells shall be subject to the reporting requirements in section 6 of this rule, documentation requirements in section 18 of this rule, and the abandonment requirements in section 19 of this rule. §47-60-17. Well Development, Redevelopment and Reconditioning. All permanent monitoring wells shall be developed according to the requirements of this section, except for excavated wells and wells that are installed for the sole purpose of determining the level of groundwater or the potentiometric surface. Wells sealed with grout or slurry shall be developed after a minimum waiting period of twelve (12) hours after installation is completed. Development, redevelopment and/or reconditioning operations shall be performed with care, so as to prevent damage to the well and any strata surrounding the well. Care is necessary to prevent the spread of contaminants, particularly when the well is situated in known or suspected areas of contamination. The goal of well development is to produce water free of sediment and all drill cuttings and drilling fluids. Appropriate methods of well development vary with the type and use of a monitoring well. Development methods that may be acceptable under certain circumstances include: 17.1. Methods for wells that cannot be purged dry -- All permanent monitoring wells that cannot be purged dry shall be developed until a minimum of ten (10) well volumes of water are removed or until the well produces sediment free water. Well volumes shall be calculated in the manner prescribed in Table 1 of this rule. One or more of the following methods shall be used to develop a well under this section: 17.1.a. Surge and Purge Method -- The surge and purge cycle shall consist of several minutes of surging followed by several minutes of purging to remove the material collecting in the bottom of the well. The surging shall move formation water in and out of the well screen. The surging shall be accomplished by using a bailer, surge block or by pumping the well sufficiently to cause a drawdown and then allowing the well to recover and repeating the process. Plungers, bailers, surge blocks, and other surging devices must incorporate safety valves or vents to prevent excessive pressure differentials that could damage casing, screen, or the formation. The positive and negative pressures exerted shall not force contaminants from or into the well bore, cause mechanical damage to the well components, draw annular space or filter pack sealant into the filter pack, bridge the filter pack with excessive sediments, or collapse the formation. 17.1.b. Over Pumping (Pump Surging Method) -- The monitoring well shall be pumped at a rate

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considerably higher than it would be during normal operation to dislodge fine-grain materials from the filter pack and surrounding strata. This method also requires mechanical surging in order to delete the negative influences associated with one directional movement of water. This method may not be suitable for wells producing large amounts of sediment that could jam or clog a pump. Over pumping can also create a cone of depression in the water table that can draw contaminants to the well. 17.1.c. Air Lift Pumping Method -- An air lift pump shall be operated by cycling the air pressure on and off for short periods of time to provide a surging action that will dislodge fine-grained materials from the filter pack and surrounding strata. A steady, low pressure shall be applied to remove the fines that have been drawn into the well by the surging action. Efforts should be made (through the use of a foot valve) to avoid pumping air into the filter pack and adjacent hydrologic unit because the air may lodge there and inhibit future sampling efforts and may also alter ambient water chemistry. Furthermore, application of high air pressures should be avoided to prevent damage to PVC risers, screens, and filter packs. The use of an eductor pipe is recommended. Operational air must be free of oil or other contaminants through use of a coalescing filter. 17.1.d. Well Jetting Method -- The well screen area shall be jetted with water using sufficient pressure to achieve the desired effect but limiting force to prevent damage to the well components and surrounding formation. Water added during this development procedure will alter the natural, ambient water quality and may be difficult to remove. Therefore, the water added should be obtained from an uncontaminated source. Water from the monitoring well being developed may also be used if the suspended sediments are first removed. 17.2. Methods for Wells that Can Be Purged Dry. All permanent monitoring wells that can be purged dry shall be developed in a manner that limits agitation by slowly purging the well dry. Any water added for development shall be from an uncontaminated source, and an equal volume of water shall be purged upon completion of development. §47-60-18. Monitoring Well Construction Documentation. 18.1. All permanent monitoring well construction details shall be reported to the person for whom the wells were installed using forms and instructions provided by the Secretary within sixty (60) days after the well has been installed. These forms are to be retained by the person for whom the well was installed for five (5) years beyond the abandonment of the well. These forms are transferable with notification to the proper groundwater regulatory agency. At a minimum, the completed report shall include the following information: 18.1.a. Well location, as determined by subdivision 6.2.c of this rule; 18.1.b. Well casing material and installation procedures; 18.1.c. Well screen materials and installation procedures; 18.1.d. Filter pack materials, installation procedures, and depth to bottom and top of filter pack; 18.1.e. Sealing materials, installation procedures, and depth to bottom and top of seal (i.e. filter pack, annular space, etc,); 18.1.f. Drilling methods and fluids used for installation; 18.1.g. Borehole diameter; 18.1.h. Well development procedures;

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18.1.i. Length of screen; 18.1.j. Screen slot size; 18.1.k. Depth of bottom of screen; 18.1.l. Well depth; 18.1.m. Total drilled depth of the borehole; 18.1.n. Well registration number; 18.1.o. Certified driller’s name and company name(s), address(es), and telephone number(s); and 18.1.p. Driller’s certification number, 18.2. The certified monitoring well driller shall report any and all decontamination procedures for each borehole to the person for whom the wells were installed. §47-60-19. Abandonment Requirements. The following requirements apply to the abandonment of all monitoring wells and all boreholes. The appropriate groundwater regulatory agency may require, by order or other appropriate means, that any borehole or monitoring well be abandoned. The appropriate groundwater regulatory agency shall consider the following factors in determining whether a borehole or monitoring well should be abandoned: purpose, location, groundwater quality, age and condition of the well or borehole, potential for groundwater contamination, and well or borehole construction. 19.1. Timelines for Abandonment. 19.1.a. A borehole shall be abandoned within three (3) working days after its use has been discontinued. 19.1.b. Any permanent monitoring well no longer being used to gather information on geologic or groundwater properties shall be abandoned within sixty (60) days after its use has been discontinued. 19.1.c. Any monitoring well or borehole found by the appropriate groundwater regulatory agency to be acting as a conduit for groundwater contamination shall be abandoned within fifteen (15) working days after written notification by the appropriate groundwater regulatory agency. 19.1.d. Any monitoring well constructed after the effective date of this rule not meeting the requirements of this rule shall be abated, abandoned or replaced with a monitoring well meeting the requirements of this rule within sixty (60) days after written notification by the appropriate groundwater regulatory agency that the well is noncompliant, unless approved by the appropriate groundwater regulatory agency in accordance with section 22 of this rule. 19.2. Abandonment Procedures. 19.2.a. Boreholes are determined to be low risk or high risk. High risk boreholes are those boreholes on sites containing or formerly containing solid or hazardous waste, hazardous materials or their by-products, or that may be affected by solid or hazardous waste, hazardous materials or their by-products in

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the future; or at sites of known or suspected contamination unless otherwise determined to be innocuous; or in situations where water quality in one water bearing zone may be detrimental to another water bearing zone. All other boreholes are low risk. Low risk boreholes may be abandoned by complete filling from bottom to top with drill cuttings, tailings or native materials to restore the borehole to its original geologic setting, such that the natural migration of groundwater is not significantly influenced and the borehole has no adverse influence on the environment. High risk boreholes shall be abandoned in accordance with subsection 19.3 of this rule. 19.2.b. Monitoring wells with impermeable annular space seals -- Monitoring wells known to be constructed with an impermeable annular space seal shall be abandoned according to the requirements of subsection 19.3 of this rule after the protective cover pipe or the flush mounted protective cover and the ground surface seal have been removed and the well riser cut off at least thirty (30) inches below the ground surface. The well riser may be completely removed during abandonment by pulling the well riser, overdrilling around the riser and then pulling the well riser out of the ground, or by drilling out the well riser completely. If the well riser is to be removed, the well should be sealed as the riser is removed pursuant to subsection 19.3 of this rule. 19.2.c. Monitoring wells with permeable annular space seals and wells in waste areas -- A monitoring well not known to be constructed with an impermeable annular space seal or located in an existing or planned future waste disposal or treatment area shall be abandoned by removing the protective cover pipe or the flush mounted protective cover and the ground surface seal and then completely removing the well riser. The well riser may be completely removed during abandonment by pulling the well riser, overdrilling around the riser and then pulling the well riser out of the ground, or by drilling out the well riser completely. The well riser shall be removed from the well and should be sealed as the riser is removed, pursuant to subsection 19.3 of this rule. 19.3. Sealing requirements -- Boreholes and monitoring wells shall be abandoned by complete filling with neat cement grout, bentonite-cement grout, bentonite high-solids grout, concrete, bentonite-sand slurry or sand-cement grout. When a tremie pipe is used to place the sealing material, the procedures of subsection 9.2 of this rule shall be followed. A tremie pipe shall be used to abandon monitoring wells and boreholes greater than thirty (30) feet in depth or with standing water. Monitoring wells and boreholes greater than one hundred (100) feet in depth shall be sealed with a tremie pipe-pumped method. A J-hook end or closed end with side discharge is recommended, but not required, when placing sealant materials for the abandonment of a borehole. Bentonite may be used as a sealing material without the use of a tremie pipe under the following conditions: 19.3.a. Bentonite or bentonite mixed sand consisting of eighty percent (80%) silica sand and twenty percent (20%) bentonite by volume may be used for abandonment of boreholes and monitoring wells less than thirty (30) feet deep where there is no standing water. 19.3.b. Bentonite chips or bentonite pellets may be used for abandonment of boreholes and monitoring wells less than fifty (50) feet deep and where the depth of standing water is less than thirty (30) feet, provided that the pellets or chips are smaller than one-fifth (1/5) the diameter of the hole or the annular space. 19.3.c. Bentonite chips or bentonite pellets may be used for abandonment of boreholes and monitoring wells that are greater than four (4) inches in diameter and less than two hundred fifty (250) feet deep and where the depth of standing water is less than one hundred fifty (150) feet, provided that the pellets or chips are smaller than one-fifth (1/5) the diameter of the hole or the annular space. 19.4. Sealant Settlement -- Any settling of the sealant material shall be topped off. Sealing material may be terminated thirty (30) inches below the ground surface in agricultural areas to avoid interference with

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agricultural activities. A native soil plug shall be placed on top of the settled sealing material in such cases. 19.5. Abandonment Documentation -- All borehole and permanent monitoring well abandonments shall be reported to the appropriate groundwater regulatory agency within sixty (60) days of the abandonment on forms supplied by the appropriate groundwater regulatory agency. In addition to the information required on the form, the person performing the abandonment shall report any decontamination procedures used between borehole and well abandonments. §47-60-20. Driven-Point Wells. Driven-point wells with contaminant compatible drive pipes and well screens may be used as permanent monitoring wells if prior groundwater regulatory agency approval is obtained. Prior approval is not necessary for driven-point wells installed in the backfill surrounding underground storage tanks used solely to determine the water table elevation in the tank pit for tank tightness testing purposes. Written documentation shall be supplied to the appropriate groundwater regulatory agency prior to installation indicating: 20.1. That the well is to be used only for water table elevation measurements or to monitor for parameters for which the well casing and screen material will not interfere with the analytical results; 20.2. That the well will not provide a conduit for contaminants to enter the groundwater; and 20.3. That information on subsurface stratigraphy is not needed. In situations where subsurface geologic information is needed, a separate borehole shall be constructed to collect the required data. §47-60-21. Temporary Monitoring Wells. Temporary monitoring wells may be installed according to alternate standards than specified for permanent monitoring wells. Any temporary monitoring well construction shall be approved by the appropriate groundwater regulatory agency prior to its installation. All temporary monitoring wells shall be abandoned in accordance with section 19 of this rule within one hundred twenty (120) days after their installation unless an exception is allowed under section 22 of this rule. §47-60-22. Special Circumstances and Exceptions. 22.1. The appropriate groundwater regulatory agency may require or approve more restrictive or alternative well material, assembly, installation, development or abandonment procedures if the contaminant concentrations or geologic setting require alternative construction. Prior written approval is required before any alternative materials are used in monitoring well installation. 22.2. Exceptions to the requirements of this rule may be approved by the appropriate groundwater regulatory agency prior to installation or abandonment. An exception request shall state the reasons why compliance with the rule requirements is infeasible or unnecessary. The appropriate groundwater regulatory agency may conditionally approve an exception by requiring materials or procedures that safeguard against contamination and result in monitoring well construction that is substantially equivalent to the requirements of this rule. Failure to comply with the conditions of an exception voids the appropriate groundwater regulatory agency’s approval of the exception. §47-60-23. Enforcement. 23.1. Any person who violates this rule shall be subject to civil administrative penalties, civil or criminal penalties, enforcement orders, and procedures as set forth in W. Va. Code §22-12-10 and 47CSR59 “Monitoring Well Regulations.”

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23.2. The appeal and review procedures set forth in W. Va. Code §22-12-11 shall be applicable to actions arising under this rule.

TABLE 1

WELL VOLUME CALCULATIONS V1 + V2 = well volume Where: V1 = volume of water in well casing = 3.1416 x (D1/2)2 H1 V2 = volume of water in filter pack = N x 3.1416 x H2 [(D3/2)2 - (D2/2)2] N = porosity of filter pack D1 = inside diameter of well casing D2 = outside diameter of well casing D3 = diameter of borehole H1 = height of water column -- (Use appropriate H2) -- H2 = length of sand used in filter pack and fine sand filter pack seal or the height of the water column in water table observation wells. -- or -- H2 = length of filter pack or the height of the water column in water table observation wells. Note: There are 7.48 gallons per cubic foot.

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Additional Guidance and Commonly Asked Questions MANAGEMENT AND DISPOSAL OF DRILL CUTTINGS OF HIGH RISK BOREHOLES

Drill cuttings from borings that are drilled on a property or at a facility which is known to be contaminated or suspected to be contaminated shall be placed in a 55 gallon drum(s), marked with the words drill cuttings and the drilling date. A representative sample should be collected from the drum and sent for laboratory analysis for any suspected contaminants. The drum is to be stored in a central storage location where access to the drums is controlled pending receipt of the laboratory analysis. Based on analysis, the material could then be managed and disposed of as either a hazardous or solid waste. If the drum(s) will be stored for longer than 90 days, or if the drum(s) storage is on a clean site, then the drum(s) will be stored according to Groundwater Protection Rule 47CSR58 Section 4.7.d. which specifies storage so that spills and leaks are contained and drum deterioration and/or damage due to handling is minimized. On those sites where there is no suspected contamination, the drill cuttings from the borehole can be placed back into the original borehole, provided that the cuttings are field screened and proven to the satisfaction of the Director of the Division of Water and Waste Management to be innocuous. When groundwater is encountered the borehole shall be abandoned in accordance with 47CSR60 Section 19.

REVIEW OF MONITORING WELL DRILLER CERTIFICATION EXAM

OEHS will maintain monitoring well driller certification examination for applicants who did not obtain a passing score of 70% or better. If an individual wants to review their failed exam prior to retaking, they may do so by submitting a written request to BPH. Review will have to take place during normal business work hours between Monday through Friday in Charleston, WV.

PROPER ABANDONMENT DOCUMENTATION ON REMEDIATION SITE BEFORE ISSUANCE OF “NO FURTHER ACTION”

All monitoring wells on remediation sites must have appropriate abandonment documentation submitted to the WVDEP Division of Water and Waste Management Monitoring Well Driller Program and the documentation approved before a company can get a “No Further Action” letter from the remediation program involved. For well(s) the company intends not to abandon, the company must submit a written request as to why the well(s) need to stay in place. The “No Further Action” letter should state clearly that this does not alleviate the need for proper abandonment and that the proper abandonment documentation is to

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be filed with the Division of Water and Waste Management Monitoring Well Driller Program at such time the well(s) are abandoned.

DRILLER COMPLAINTS

The WV DEP Division of Water and Waste Management Monitoring Well Driller Program maintains information on complaints that are filed with and/or resolved by the program and subsequent enforcement actions. Contact the WV DEP to voice or investigate any monitoring well driller concerns.

CORE DRILLING OPERATIONS IN WATERWAYS

When core borings that are less than 10 feet to rock and are within the limits of a waterway, backfilling of the boreholes are not required due to the difficulty involved in the drilling of the boreholes and that the boreholes tend to backfill themselves, except where WV 401 Water Quality Certification Special Condition A applies. All others have to be abandoned in accordance with 47CSR60 Section 19. This exception does not preclude the driller/consultant from following the “Best Management Practices” in all other cases and backfill core holes in upland area.

REPLACEMENT AND ALTERNATION OF MONITORING WELLS

Any change to a monitoring well other than replacing the well’s cap constitutes a new well and the well is treated as such. If redrilling/replacing or altering a well makes a new one, the Monitoring Well Construction Documentation Form and/or Abandonment of Monitoring Wells/Boreholes Form must be completed appropriately and submitted to the WV DEP Monitoring Well Driller Program. On the construction form, note it as replacement or alteration. Excluding the replacement of the locking cap, any alteration or replacement of monitoring well is considered new and requires a state monitoring well registration number.

REGISTRATION OF MONITORING WELLS ON SOLID WASTE SITES

In order to comply with the monitoring well numbering requirement of the Solid Waste and the Monitoring Well Design Standards rules, both sets of registration numbers are to be located on the monitoring well.

INSTALLATION OF BOREHOLES WITH HAND-HELD AUGER

A driller does not have to be a certified monitoring well driller to advance or abandon boreholes drilled by a hand-held auger, if the boring is not to be used as a monitoring well. Boreholes made with hand-held auger require abandonment documentation to be submitted to the WV DEP Monitoring Well Driller Program on the Abandonment of Monitoring Wells/Boreholes Form.

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General Driller Knowledge Monitoring wells used to sample groundwater should always be:

Installed with great care to avoid contamination from the drilling process;

Installed to protect the well from surface pollution; and,

Installed with secure well protective covers. Always use a source of known water quality for any stage of the monitoring well operation. All equipment introduced into borehole must be decontaminated. Any solvents, improperly stored or handled casing, drilling fluids, poorly cleaned drilling equipment can alter groundwater quality. The importance of developing a monitoring well is to:

Increase water production rate;

Lower the turbidity; and,

Assure samples are representative of the groundwater. Well development method is determined by well construction and geologic formation. During well installation with a hollow stem auger rig, one must withdraw augers slowly to allow backfill material to fill in voids. The most efficient method for removing sand that has entered the hollow stem auger below the water table is to wash the sand out with approved water. Air rotary with downhole hammer is the most efficient method of drilling a monitoring well in bedrock.

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Advantages of Various Drilling Techniques

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Disadvantages of Various Drilling Techniques

31

Advantages and Disadvantages of Casing and Screen Material

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Geology & Geologic Settings of West Virginia APPALACHIAN PLATEAU The Appalachian Plateau Province in West Virginia consists geologically of nearly horizontal shale, sandstone and coal. The aquifers may be porous or slightly fractured. Fractures are commonly the main groundwater flow paths on the Appalachian Plateau. Stress-relief fractures are a fracture network unrelated in age and orientation to tectonic stresses and are often the most transmissive part of an aquifer. They include vertical fractures parallel to valley walls and bottoms caused by the removal of rock mass during erosional downcutting. The valley walls and bottom are subjected to inward and upward stresses and as a result, stress-relief fractures occur. The network of fractures tend to mimic the local topography.

FOLDED PLATEAU AREAS Folded Plateau areas in West Virginia consist geologically of faulted strata that contains either localized confined or localized unconfined aquifers, or complete lack of aquifers. The aquifers may be porous or fractured rock. KARST The type of flow in karst areas is described as being conduit flow and is delivered via cave passages or along fault planes and fault passages. There are some shallow sinkholes in these areas and the surface streams will generally lose their water to the subsurface. Surface waters can enter the groundwater regime very quickly via direct

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injection through sinkholes or other fracture or solution openings which can allow contamination to be carried very quickly and unaltered to the groundwater discharge point such as a spring. VALLEY AND RIDGE The Valley and Ridge areas consist of faulted blocks of fractured sandstone, shale, and some limestone. The aquifers may be porous or fractured rock. ALLUVIAL VALLEY The Alluvial Valley areas consist of river flood plains. These flood plains are very heterogenic and contain unconfined and confined clay, silt, and sand aquifers. COAL MINES Coal mine areas consist of areas of deep mining of coal and will function as a ground water drain for all permeable rocks above it. Therefore mines may store a large quantity of water or may deplete surrounding ground water for an entire area if the mine is draining freely.

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The Hydrologic Cycle is the movement of water as it evaporates from rivers, lakes or oceans, returns to the earth as precipitation, flows into rivers and evaporates again. PRECIPITATION Precipitation occurs when water from the atmosphere falls to the ground in the form of rain, sleet, snow or hail. INFILTRATION The entry of water into the soil surface is infiltration. It constitutes the sole source of water to sustain the growth of vegetation and it helps to sustain the groundwater supply to wells, springs and streams. The rate of infiltration is influenced by the physical characteristics of the soil, soil cover (i.e. plants), water content of the soil, seasonal soil temperature and rainfall intensity. PERCOLATION The downward movement of water through soil and rock that occurs beneath the root zone is percolation. Groundwater percolates through the soil much as water fills a sponge, and moves from space to space along fractures in rock, through sand and gravel, or through channels in formations such as cavernous limestone. The terms infiltration and percolation are often used interchangeably.

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RUNOFF Runoff is the movement of water, usually from precipitation, across the earth's surface towards stream channels, lakes, oceans, or depressions or low points in the earth's surface. The characteristics that affect the rate of runoff include rainfall duration and intensity, as well as the ground's slope, soil type and ground cover. TRANSPIRATION The process of transpiration is when water is absorbed by the root systems of a plant, moves up through the plant, passes through pores (stomata) in leaves, and then evaporates into the atmosphere as water vapor. EVAPORATION The process in which liquid water is transferred into the atmosphere is called evaporation. CONDENSATION Condensation is the cooling of water vapor until it becomes a liquid.

The Hydrologic Cycles’ Influence on Groundwater UNSATURATED ZONE The Unsaturated Zone (sometimes called the Vadose Zone) is the unsaturated region between the soil surface and the water table, in which pores within the geologic matrix are partially filled with air and partially filled with water. Groundwater in this zone moves mostly downward toward the water table. SOIL WATER ZONE In the Soil Water Zone, water is held in the pore spaces between particles of soil. It is the water that is immediately available to plants. CAPILLARY FRINGE The Capillary Fringe is the zone above the water table in which water is held by surface tension. SATURATED ZONE The Saturated Zone is the portion of soil or an aquifer, below the water table, in which all of the pore space is filled with water. Water flow in this zone is toward the groundwater’s ultimate recharge point.

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38

Basic Conversion Factors

LENGTH

1 ft. = 12 in.

1 yd. = 3 ft.

1 in. = 25.4 mm.

WEIGHT

1 ft.3 = 62.428 lb.

1 m. = 3.281 ft. 1 gal. = 8.345 lb.

1 m. = 1000 mm. 1 gm. = 1000 mg

1 km. = 1000 m. 1 kg. = 1000 gm

1 mile = 5280 ft. 1 kg. = 2.2 lbs

1 mile = 1.609 km. 1 lb. = 454 gm

AREA

1 acre = 43,560 ft.2 POWER 1 HP = 0.746 kw

1 ft.2 = 144 in.2

DOSAGE

1 ppm = 1 mg/L.

1 yd.2 = 9 ft.2 1 grain/gal 17.1 mg/L.

VOLUME

1 ft.3 = 7.48 gal 1 mg = 64.7 grains

1 ft.3 = 28.317 L.

PRESSURE

1 psi = 2.31 ft water

1 ft.3 = 1728 in.3 1 ft water = 0.433 psi

1 gal. = 3.785 L. 1 in Mercury = 1.133 ft water

1 gal. = 231 in.3

FLOW

1 gpm = 1440 GPD

1 L. = 1000 ml. 1 MGD = 1,000,000 GPD

TIME

1 min = 60 sec 1 MGD = 694 gpm

1 hr = 60 min 1 MGD = 1.55 cfs

1 day = 24 hr

1 day = 1440 min

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Basic Formulas

AREA A = area

Triangle:

A = ½ bh b = base

h = height

Circle:

A = πr2 π = 3.14

or r = radius

A = 3 πd2 d = diameter

Pipe:

A = 2πrh r = radius

or h = length

A = πdh d = diameter

VOLUME V = volume

Rectangular Tank:

V = A·h A = area

or l = length

V = l·w·h w = width

h = height

Circular Tank:

V = A·h A = area

or h = height

V = 0.785d2h d = diameter

FLOW Q = flow

Q = v·A v = velocity

A = area

Q = V t V = volume

t = time

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Filter Pack Volume Calculation

D

d

ground surface

H Filter Pack

D = Diameter of the well

d = Diameter of the well casing

H = Height of filter pack

VD = Volume of well (at filter pack)

Vd = Volume of well casing (at filter pack)

VF = Volume of filter pack

VD = 0.7854 D2H

Vd = 0.7854 d2H

VF = VD - Vd

VF = (0.7854 D2H) – (0.7854 d2H)

Monitoring Well (Side View)

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Example Volume Calculation

GIVEN THE FOLLOWING, CALCULATE FILTER PACK VOLUME:

D = 6 in. d = 2 in. H = 30 ft.

1. Convert H from feet to inches.

H = 30 ft. X 12 in. 1 ft. H = 360 in.

2. Calculate VD.

VD = 0.7854 D2H

VD = (0.7854) (6 in.)2 (360in.)

VD = 10,178.784 in3

3. Calculate Vd.

Vd = 0.7854 D2H

Vd = (0.7854) (2 in.)2 (360in.)

Vd = 1,130.976 in3

4. Calculate VF.

VF = VD - Vd

VD = 10,178.784 in3 - 1,130.976 in3

VD = 9,047.808 in3

5. Convert VF from in3 to gallons.

VF = 9,047.808 in3 X 1 gallon

231 in3

VF = 39 gallons

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Volume of Water in Casing

Diameter of Casing or Hole (Inches)

Gallons per Foot of Depth

Cubic Feet per Foot of Depth

1 0.041 0.0055

1 ½ 0.092 0.0123

2 0.163 0.0218

2 ½ 0.255 0.0341

3 0.367 0.0491

3 ½ 0.500 0.0668

4 0.653 0.0873

4 ½ 0.737 0.1104

5 1.020 0.1364

5 ½ 1.234 0.1650

6 1.469 0.1963

7 2.000 0.2673

8 2.611 0.3491

9 3.305 0.4418

10 4.080 0.5454

11 4.937 0.6600

12 5.875 0.7854

14 8.00 1.0690

16 10.44 1.3960

18 13.22 1.7670

20 16.32 2.1820

22 19.75 2.6400

24 23.50 3.1420

26 27.58 3.6870

28 32.00 4.2760

30 36.72 4.9090

32 41.78 5.5850

34 47.16 6.3050

36 52.88 7.0690

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Electronic Submission of Well Completion Reports

1. Access the Internet and go to www.dep.wv.gov.

2. On the WV DEP web page on Water and Waste Home (below the waterfall picture) The Waste and Waste Management page appears

3. In the column called Hot Topics locate Programs and click on it

4. Then click on Monitoring Well Construction. The Monitoring Well Construction Program page appears

If you do not have a user Log In, click on the bold Request user login and follow instructions to obtain one. Since you will be emailed the Log In, make sure the email address is the one you can be reached.

If you already have a Log In, then click on the bold Here to take you to the Log In screen for monitoring well documentation submission.

NOTE: You can exit the program at any time by clicking on Log Out or Exit System wherever they appear on the program’s windows. Prior entries will be saved so you can access the same document when logged back onto the site.

5. The Well Program window appears. Whether creating a new document, or completing a previously started document or reviewing a completed not yet submitted document, click on either Monitoring Well Construction Document or Abandonment Documentation to choose the relevant report that you want to complete.

6. When Monitoring Well Construction Document selected:

Type the State Well Registration Number into the box labeled Well Registration No in order to create, to retrieve a completed or incomplete submission or to review previous submissions.

7. When Abandonment Documentation selected:

Type the State Well Registration Number or the company/project number for a monitoring well or borehole in the box labeled Select Well in order to create, retrieve a completed or incomplete submission or to review previous submissions.

8. To exit the system, click on Exit System in the window. Clicking on the well or borehole number chosen, pulls up the well or borehole into the document program window.

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NOTE: A previous document can also be accessed by clicking the arrow at the end of either of the text boxes Well Registration Number or Select Well, and then selecting from the drop-down menu. Clicking on the component you want to work on will pull that component up.

Each time a component is completed a check appears in the box by it on the check-off list page.

The components are completed by the use of drop-down menus and text boxes.

Instructions to aid in completing a component can be accessed by clicking on Instruction For Use, located in the white title bar area on the page you are working on.

If the address you are about to enter is the same address you entered for another well, you can click on Locate Address (found in the white title bar area on Site Address, Owner Address, and Well Installer Address pages) and find that same address instead of typing it again. From the drop-down menu Under Special Circumstances and Exceptions select Yes or No. If a written variance has been granted, select Yes and type the WV DEP issued variance number in the text box that appears. This is the number that appears on the WV DEP written response to the applicant’s written variance request. NOTE: The WV DEP does not grant variances verbally. A written variance request from the driller must be submitted prior to construction or abandonment actions. Click on Save Changes button located at the bottom of every component page to save information as you progress through the document. Click on Return button to return you to the check-off list page. This button is located at the bottom of every component page. This program automatically saves information you are working on every few minutes. You can return to the Main Page of the program at anytime by clicking Home. You can log out at any time by clicking on Log Out. When the document is completed, click Submit Document on the check-off list. A window appears in which you can type a message or explanation to accompany your document. This comment will appear in the Document Status window.

The system will not allow you to submit incomplete documentation. If you try to submit one that is incomplete a message will appear informing you that the document is not complete.

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Once you click on Submit Document, it is automatically sent to the Division of Water and Waste Management Program staff for review. You will be notified electronically of the document’s approval or of problems with the document upon review. You can see the status of your document by clicking on Review Document Status which is located on the check-off list page window of the particular document type you are interested in. A Document Status window appears to track the status. The document can be printed out at anytime. It is the driller’s responsibility to give a completed copy of the document to the well owner/borehole owner.

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WV DEP, Division of Water and Waste Management, Groundwater Program, 601 57th Street SE Charleston, WV 25304.

47

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Inspector Check-off List for Monitoring Wells 1. Is a currently certified WV monitoring well driller who is responsible for the site,

on the site at all times during installation and abandonment procedures? 47CSR59 Section4.1

2. Does the driller who is actively engaged in drilling abandoning and altering

monitoring wells and high-risk boreholes have a current WV monitoring well driller certification card on their person? 47CSR59 Section 5.0

3. Is the driller’s certification card signed by the card holder on the card’s back?

47CSR59 Section 5 4. Do all wells installed show (where applicable) the well’s state registration

number? 47CSR60 Section 6 5. Have protective measures been taken to prevent borehole from acting as a

conduit for contamination and becoming a safety hazard? 47CSR60 Section 5 6. If the well riser is in a floodplain or floodway does it terminate a minimum of 2

feet above the ground with a water tight cap? 47CSR60 Section 7.1. 7. Does the riser consist of materials that will not alter the quality of water samples

for the constituents of concern? 47CSR60 Section 7.2 8. Is the riser diameter appropriate for the sampling devices? 47CSR60 Section 7.2. 9. Is there a locked protective cap on the well riser during installation until protective

cover is in place? 47CSR60 Section 7.6. 10. Is the annular space seal of approved material (i.e. bentonite chips, pellets or

granules and have a diameter of 3/8th inch or less? 47CSR60 Section 11.4. 11. Is the ground surface seal for the monitoring well constructed with bentonite-

cement grout or neat cement grout? 47CSR60Section 11.6.a. 12. Is the ground surface seal sloped away from the well casing and of an approved

depth? 47CSR60 Section 11.6.a. 13. Is the protective cover pipe at least 2 inches larger in diameter than the well riser

and have a locked cap? 47CSR60 Section 11.6.b. 14. Does the protective cover pipe extend to a minimum of 24 inches above the

ground surface except in an excavated well? 47CSR60 Section 11.6.b.

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15. Is the ground surface seal for a well with a flush mounted protective cover constructed with a concrete ground surface seal that extends to but not beyond the total depth of the flush mounted protective cover? 47CSR60 Section 11.7.a

16. Is the ground surface seal not installed between the flush mounted protective

cover and the well casing? 47CSR60 Section 11.7.a. 17. Is the flush mounted protective cover not installed in area subject to ponding or

flooding? 47CSR60 11.7.b. 18. Is the type of monitoring well indicated on the outside surface of the flush

mounted protective cover? 47CSR60 Section 11.7.b. 19. If an impervious surface does not exist for flush mounted protective cover, is an

apron created to support the weight of the traffic? 47CSR60 Section 11.7.b. 20. Does the flush mounted protective cover consist of watertight metal casing with

an inside diameter at least 2 inches greater than the inside diameter of the monitoring well riser? 47CSR60 Section 11.7.b.

21. Is the flush mounted protective cover one continuous metal piece or 2 metal

pieces joined with a continuous weld? 47CSR60 Section 11.7.b. 22. Is there no more than 8 inches between the top of the monitoring well riser and

the top of the flush mounted cover after installation? 47CSR60 Section 11.7.b. 23. Does the flush mounted protective cover have an exterior flange or lugs?

47CSR60 Section 11.7.b. 24. Does the flush mounted protective cover or protective cover pipe have a cap with

a locking mechanism? 47CSR60 Section 11.7.b. 25. Have all contaminated materials, fluids, drill cuttings, surge and wash waters

from monitoring wells and boreholes construction and development been properly collected and disposed according to the State law? 47CSR60 Section 14.1.

26. Has equipment been decontaminated before drilling and before leaving the site?

47CSR60 Section 14.0.

27. Does the driller log indicate the storage and disposal of contaminated material and water? 47CSR60 Section 12.0 and Section 14.0

28. If a borehole has been abandoned, has the borehole been abandoned within 3

working days after its use has been discontinued? 47CSR60 Section 19.1.a.

West Virginia Department of Health and Human Resources

MANUAL OF ENVIRONMENTAL HEALTH PROCEDURES

Section Drinking Water Date December 1, 2008 Procedure # DW-45

Subject Responsibility For Construction and Abandonment of Water Wells

Page 1 of 2

The West Virginia Bureau for Public Health, Office of Environmental Health Services, developed this policy jointly with the Division of Environmental Protection, Office of Water Resources, to clarify regulatory responsibilities regarding permitting, construction, and abandonment of various types of water wells as defined in the Water Well Regulations, 64 CSR 19, and the Monitoring Well Design Standards, 47 CSR 60. The following three agencies have regulatory responsibilities for the construction, altering, or abandonment of various types of wells including, but not limited to, those listed below: ENVIRONMENTAL ENGINEERING DIVISION (OEHS) * Public Water Supply Use Wells - For Community and Non-Community (Non-Transient and Transient) Public Water Supply Systems. * Exploratory/ Observation Wells - For determination of availability of drinking water

supply for Community and Non-Community (Non-Transient and Transient) Public Water Supply Systems.

* Heat Pump or Geothermal Well greater than 50 tons - Any well constructed to use the heat exchange properties of either groundwater or of geologic material penetrated by the well.

LOCAL HEALTH DEPARTMENTS

** Potable Water Wells -Any water well that provides potable water, other than a public

water supply for human consumption. * Exploratory Wells - For determination of availability of potable water supply - Domestic

(serving less than 25 individuals or less than 15 service connections). * * Heat Pump or Geothermal Well less or equal to 50 tons - Any well constructed to use

the heat exchange properties of either groundwater or of geologic material penetrated by the well.

* De-watering Wells - A well used to lower groundwater levels to allow for construction of footings, sewer lines, building foundations, dams, etc.

* Industrial Use Water Wells - A well used in industrial processing, fire protection, washing, packing, or manufacturing of a product excluding food and beverages, or similar non-potable uses. This pertains to wells not on a contaminated ground water site like Resource Conservation Recovery Act (RCRA), Superfund Comprehensive Emergency Response Cleanup and Liability Act (CERCLA), Brownfield, and voluntary remediation sites.

* Exploratory/Observation Use Wells - For determination of availability of production water supply for manufacturing, commercial and industrial facilities. This will pertain to a well(s) not on a contaminated ground water site like Resource Conservation Recovery Act (RCRA), Superfund Comprehensive Emergency Response Cleanup and Liability Act (CERCLA), Brownfield, and voluntary remediation sites.

DW-45 Page Two * Commercial Use Wells - A well that serves small businesses and facilities in which

water is the prime ingredient of the service rendered. Irrigation Use Wells - A well used to provide water for plants, livestock, or other

agricultural processes.

OFFICE OF WATER RESOURCES (DEP) ** Ground Water Monitoring Wells - Any cased excavation or opening into the ground

made by boring, digging, driving, jetting, or other methods for determining the physical, chemical, biological, or radiological properties of ground water.

** Ground Water Monitoring Observation Wells - Any monitoring well in which the screened interval intersects the water table.

** Driven Point Wells - A well constructed by joining a drive point with lengths of pipe and driving the assembly into the ground with percussion equipment or by hand, without first removing material below the 10 foot depth.

** Recovery Wells - A well intended and designed to capture and remove contaminants from the subsurface.

** I Industrial Use Water Wells - A well used in industrial processing, fire protection, washing, packing, or manufacturing of a product excluding food and beverages, or similar non-potable uses. This pertains to a well(s) on a contaminated ground water site like Resource Conservation Recovery Act (RCRA), Superfund Comprehensive Emergency Response Cleanup and Liability Act (CERCLA), Brownfield, and voluntary remediation sites.

** Piezometer - A monitoring well sealed below the water table and installed for the specific purpose of determining the potentiometric surface or the physical, chemical, biological, or radiological properties of ground water or both.

** Boreholes - Borings installed to obtain geologic or groundwater data. *** Underground Injection Wells (UIC) - Wells or "holes" in the ground which are deeper

than their widest surface dimension and are used to discharge or dispose of fluids underground. This does not supersede the local health department authority to issue septic system installation and construction permits.

* A West Virginia Certified Water Well Driller must be on site in direct charge of drilling, construction, altering or abandonment of this type well(s).

** A West Virginia Certified Monitoring Well Driller must be on site in direct charge of drilling, construction, altering or abandonment of this type of well(s).

*** A West Virginia Certified Water Well Driller or a West Virginia Certified Monitoring Well Driller must be on site in direct charge of drilling, construction, altering or abandonment of this type of well(s).

DW-45 Page Three References 47 CSR 60, Monitoring Well Design Standards,

64 CSR 19, Water Well Regulations

History Replaces DW-45 dated May 31, 2000 Attachments

47CSR58

1

TITLE 47 LEGISLATIVE RULES DIVISION OF ENVIRONMENTAL PROTECTION OFFICE OF WATER RESOURCES SERIES 58 GROUNDWATER PROTECTION RULE '47-58-1. General.

1.1. Scope. -- This rule establishes a series of practices which must be followed by any person who owns or operates facilities or conducts activities subject to the provisions of W. Va. Code '22-12-1 et seq. and is subject to regulation by the Division of Environmental Protection's Office of Waste Management or Office of Water Resources.

1.2. Authority. -- W. Va. Code '22-12-5(d).

1.3. Filing Date. -- May 13, 1994 .

1.4. Effective Date. -- June 1, 1994. '47-58-2. Definitions.

2.1. "Contaminant" means any material in a solid, liquid or gaseous state that has the potential to cause contamination.

2.2. "Contamination" means any man made or man induced alteration of the chemical, physical, or biological, integrity of the groundwater, resulting from activities regulated under this rule, in excess of existing groundwater quality, unless that site has been granted a deviation or variance from existing quality as provided for in the West Virginia Groundwater Protection Act, or is subject to an order, permit, or other regulatory action that requires restoration or maintenance of groundwater quality at a different concentration or level.

2.3. "Director" means the director of the Division of Environmental Protection of the Bureau of Environment or his or her authorized designee.

2.4. "Existing Facility" for the purpose of this regulation means any facility and/or activity which was in operation prior to the effective date of this rule or which does not meet the definition of a new facility.

2.5. "Groundwater" means the water occurring in the zone of saturation beneath the seasonal high water table, or any perched water zones.

2.6. "Impoundment" means an area which is a natural topographic depression, man-made excavation, or diked area that is designed or improved in such a manner so as to hold an accumulation of contaminated surface runoff, process wastewater, product, or sewage, or any other liquid substance that could impact groundwater, but does not include any area used for secondary containment.

2.7. "Industrial Establishment" means any mill, factory, tannery, paper or pulp mill, mine, colliery, breaker or mineral processing operation, quarry, refinery, electric power generating facility, well, and each and every industry or plant or works, or activity in the operation or process of which industrial wastes,

47CSR58

2

sewage, or other wastes are produced. Furthermore, any facility or activity not set forth above may be subject to any or all of the requirements of this rule at the director's discretion pursuant to section 5 of this rule. This definition does not include private or publicly owned sewage treatment operations.

2.8. "Liner" means a continuous layer of natural or man-made materials, beneath and on the sides of an area, which restricts the downward or lateral escape of contaminants.

2.9. "New Facility" for the purpose of this rule means any facility and/or activity which begins construction one hundred eighty (180) days or more after the effective date of this rule.

2.10. "Permit" means any license, certification, registration, permit, or any other approval granted by an agency authorized to regulate facilities or activities, which may have an impact on groundwater.

2.11. "Practice" means any action which is protective of groundwater.

2.12. "Runoff/Infiltration Control System" means any system which is designed to prevent contamination of groundwater from any materials stored in an outside material storage area, by either prohibiting stormwater from contacting the material, or by intercepting and properly disposing of stormwater which has become contaminated due to contact with the material.

2.13. "Secondary Containment" means utilizing dikes, berms, synthetic or natural liner systems, double walled containment vessels, or any combination thereof to prevent contaminants from accidentally discharging into the environment. '47-58-3. Conflicting Provisions.

3.1. Recognizing that in certain cases, existing rule impose requirements that are more or less restrictive than the requirements of this rule, in the event that this rule conflicts with another applicable rule, the director shall determine which rule, or section(s) thereof, best complies with the intent of the Groundwater Protection Act, and require adherence to said rule or section(s) thereof. The director may, at his discretion, begin the formal regulatory process to remove the conflict between the rule. '47-58-4. Groundwater Protection Practices For Industrial Establishments.

4.1. Where the evaluation of an existing facility reveals that contamination is occurring, a schedule of compliance must be submitted by the facility or activity and approved by the director whereby the facility or activity must retrofit or improve or discontinue existing systems, activities, or procedures to make them, to the satisfaction of the director, protective of groundwater.

4.2. Subsurface borings (e.g., water wells, injection wells, soil boring, production wells, extraction wells, exploratory wells and groundwater monitoring wells) shall be constructed, operated and closed in a manner that protects groundwater.

4.3. Outside Material Storage or Disposal Areas

4.3.a. Existing areas used for outdoor, non-containerized storage or disposal of raw materials, products or waste shall be evaluated for their potential to contaminate groundwater. Where substantial potential exists, the areas shall have runoff/infiltration control systems. Placement of groundwater monitoring stations may be necessary to determine if contamination has occurred or is occurring.

4.3.b. New areas used for storage or disposal of raw materials, products or wastes shall be designed, constructed and operated to prevent release of contaminants to the groundwater, using liner systems if

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necessary. Groundwater monitoring stations may be necessary to assure protection of the groundwater resource. Note: 47CSR11 requires all spills and accidental discharges to be reported by calling 1-800-642-3074.

4.4. Loading and Unloading Areas; Distribution and Bulk Facilities.

4.4.a. Loading and unloading stations including but not limited to drums, trucks and railcars shall have spill prevention and control facilities and procedures as well as secondary containment, if appropriate or otherwise required. Spill containment and cleanup equipment shall be readily accessible.

4.4.b. Distribution facilities and bulk containers shall be designed/installed in such a manner so as to prevent spills and leaks from contaminating groundwater.

4.5. Impoundments (Holding, Storage, Equalization, Treatment, etc.)

4.5.a. Existing impoundments shall be evaluated for their potential to cause groundwater contamination. Where potential for contamination exists, action shall be taken to eliminate, to the degree practicable, the potential for groundwater contamination. In addition further evaluation may be necessary to determine if contamination has occurred and to address such contamination in accordance with the act. Placement of groundwater monitoring stations may be necessary to perform this evaluation.

4.5.b. New impoundments shall be designed and operated to prevent contamination of groundwater. New impoundments which are found to have the potential to contaminate groundwater shall use a liner or other appropriate control system. Groundwater monitoring stations may be necessary to assure protection of the groundwater resource.

4.6. Impoundment Closure Requirements

4.6.a. All wastewater shall be treated and removed. All solids and sludges shall be properly disposed by in place closure if approved by the director, or removed to a landfill, or incinerated, unless a beneficial reuse is allowed in existing rule.

4.6.b. If in-place closure is to be performed, stabilize, if necessary, unless determined innocuous by the director.

4.6.c. Impoundments must be graded and leveled to the maximum extent possible including, where practicable, filling with soils or other material approved by the director, capped if the director determines necessary, and vegetated.

4.6.c.1. In the event the impoundment is subject to rule by the West Virginia Dam Control Act ('22-14-1 et seq.) or the rules promulgated thereunder, it must be closed in accordance with applicable sections of both W. Va. Code ''22-12 and 22-14.

4.6.d. Prior to closing an impoundment which has been found to be contaminating groundwater, a plan which includes, but is not limited to, details of capping, filling, grading, and runoff control must be submitted to the director for approval.

4.7. Pipelines, Ditches, Pumps, and Drums

4.7.a. Pipelines conveying materials which have the potential to contaminate groundwater shall

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preferentially be installed above ground.

4.7.b. Ditches shall not be installed as primary conveyances for materials which have the potential to contaminate groundwater unless provided with appropriate liners.

4.7.c. Pumps and ancillary equipment (e.g. valves, flanges, filters, condensate lines and instrumentation) handling materials that have the potential to contaminate groundwater shall be selected and installed to prevent or contain any spills or leaks.

4.7.d. Drums, containing materials that have the potential to contaminate groundwater, shall be stored so that spills and leaks are contained. Measures shall be taken to control drum deterioration and/or damage due to handling.

4.8. Sumps and Tanks.

4.8.a. Above-ground storage tanks shall have secondary containment that is appropriate considering the potential to contaminate groundwater. Such secondary containment shall be adequately designed and constructed to contain the materials for a time sufficient to allow removal and disposal without additional contamination of groundwater, but in no case will that time be less than seventy-two (72) hours.

4.8.b. Under-ground tanks containing materials which have the potential to contaminate groundwater shall be designed, constructed, and operated utilizing leak detection or secondary containment, or other appropriate controls that are capable of preventing groundwater contamination.

4.8.c. New tanks containing materials that have the potential to contaminate groundwater may only be installed underground for overriding safety, legal, security or fire protection concerns.

4.8.d. Sumps containing materials which have the potential to contaminate groundwater shall be designed, constructed, and operated utilizing leak detection or secondary containment, or other appropriate controls that are capable of preventing groundwater contamination.

4.8.e. Secondary containment is not required for sumps and tanks used only as secondary containment for other facilities.

4.9. Monitoring

4.9.a. Existing facilities not currently monitoring groundwater shall do so upon order of the director if the director reasonably believes that an industrial establishment is causing or has caused contamination of groundwater.

4.9.b. Industrial establishments may submit such baseline data and monitoring information as they deem appropriate to meet the requirements of the Act and this rule, including information necessary to determine existing quality.

4.9.c. New facilities shall monitor groundwater upon order of the director if the director reasonably believes that an industrial establishment or activity has the potential to contaminate groundwater.

4.9.d. Groundwater monitoring stations shall be located drilled and constructed in a manner that allows accurate determination of groundwater quality and levels, and prevents contamination of groundwater through the finished well hole or casing.

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4.9.e. Groundwater monitoring stations shall be designed and installed in accordance with applicable rules promulgated pursuant to the Act.

4.9.f. All groundwater monitoring stations shall be accurately located utilizing latitude and longitude by surveying, or other acceptable means, and the coordinates shall be included with all data collected.

4.9.g. Data Management - The director may at his discretion require submittal of any or all groundwater monitoring data collected in association with a regulated activity, and may further specify an electronic format in which the data is to be submitted.

4.10. Site Selection Criteria -- Facilities or activities must determine if they are planning to locate or expand into areas of karst, wetlands, fault(s), subsidence, or delineated wellhead protection areas, as determined by the Bureau of Public Health. If areas of karst, wetlands, fault(s), subsidence, delineated wellhead protection areas or other areas determined by the director to be vulnerable based on geologic or hydrogeologic information, are determined to exist then the facility or activity design must adequately address the issues arising from locating in the area(s) of a potentially more vulnerable groundwater resource.

4.11. Each industrial establishment shall have a comprehensive groundwater protection plan (GPP). Each GPP shall contain the following:

4.11.a. An inventory of all operations that may reasonably be expected to contaminate the groundwater resources with an indication of the potential for soil and groundwater contamination from those operations;

4.11.b. A description of procedures designed to protect groundwater from the identified potential contamination sources, with specific attention given to:

4.11.b.1. Manufacturing facilities;

4.11.b.2. Materials handling;

4.11.b.3. Equipment cleaning;

4.11.b.4. Construction activities;

4.11.b.4. Maintenance activities;

4.11.b.5. Pipelines carrying contaminants; and

4.11.b.6. Sumps and tanks containing contaminants.

4.11.c. A list of procedures to be employed in the design of any new equipment/operations;

4.11.d. A summary of all activities carried out under other regulatory programs that have relevance to groundwater protection; and

4.11.e. A discussion of all available information reasonably available to the facility/activity regarding existing groundwater quality at, or which may be affected by the site.

4.11.f. A clarification that no wastes be used for deicing, fills, etc., unless provided for in existing rule.

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4.11.g. Provisions for all employees to be instructed and trained on their responsibility to ensure

groundwater protection. Job procedures shall provide direction on how to prevent groundwater contamination;

4.11.h. The GPP shall include provisions for quarterly inspections to ensure that all elements and equipment of the site's groundwater protection program are in place, properly functioning and appropriately managed;

4.12. Implementation Schedule -- In order to accomplish this task in a timely manner, the following schedule will be established.

4.12.a. Within one year of the effective date of these rule, all industrial establishments shall complete and implement a Groundwater Protection Plan (GPP). The GPP shall be based on a groundwater assessment survey and an evaluation of other applicable groundwater protection rule.

4.12.a.1. Failure to follow any practice set forth in the GPP constitutes a violation of this rule.

4.12.b. For new facilities, the GPP shall be completed prior to construction.

4.12.c. The GPP must be available on site at all times after one year from the effective date of these rule. The GPP is to be submitted and reviewed as part of the facility's or activity's permit application/renewal process. However, the director may review the GPP at any time.

4.12.d. The director may require modification to GPP's to assure adequate protection of groundwater. Further the director may, during review of a GPP require such other information as he reasonably needs to evaluate the plan.

4.12.e. Effect of groundwater certification for facilities or activities with permits.

4.12.e.1. GPP's for those facilities or activities who are required to obtain a permit will be administered through the appropriate permitting program. Groundwater certification will be incorporated into the issuance of the permit, only if all pertinent requirements of the act and rules promulgated thereunder have been met. If a compliance schedule is determined necessary to meet the requirements of the act the schedule shall be addressed in the facility/activity permit.

4.12.f. Groundwater certification for facilities or activities not required to obtain a permit - reserved.

4.12.g. Adherence to a GPP does not relieve the facility/activity of any obligation to comply with any other state, federal or local rule, rule, law or act. '47-58-5. Applicability To Facilities Or Activities Not Included In The Definition Of An Industrial Establishment.

5.1. Where a statute, rule, ordinance or other legal requirement (other than W. Va. Code '22-12 and rules promulgated pursuant thereto) provides authority to regulate facilities and activities which may adversely affect groundwater, and such facilities and activities are not regulated by another groundwater regulatory agency, including another office of the Division of Environmental Protection, the Director may require such facility or activity to comply with any or all of the requirements of this rule which the Director reasonably determines to be necessary for the implementation of W. Va. Code '22-12.

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5.2. The director must provide a written notification specifying which section(s) of this rule will be enforced, before compliance with this rule or any provision thereof is required from any facility or activity not included in the definition of an industrial establishment '47-58-6. Groundwater Protection Practices For Private Or Publicly Owned Sewage Treatment Operations. (reserved) '47-58-7. Prohibitions.

7.1. It shall be unlawful for any person, unless an authorization has been issued by a groundwater regulatory agency, to deliberately allow crude oil, or any petroleum product derived from crude oil, or septage, or natural gas, or salt water, or any chemical mixture which may impact groundwater quality to escape from any well, pipeline, impoundment, storage tank, treatment unit, or storage container, or be deliberately allowed to flow onto or under the land surface in such a manner that could impact groundwater quality.

7.2. Groundwater quality may not be impacted by any facility operation or any activity unless 1) a valid permit exists and/or 2) the director has taken action pursuant to W. Va. Code '22-12-5(f) through (l). '47-58-8. Remediation.

8.1. The Division has the authority to order persons to conduct remedial actions. The division encourages agreements for investigation and cleanups in appropriate cases.

8.1a. The use of permanent solutions to the maximum extent practical to correct groundwater contaminations is preferred.

8.1.b. Cleanup actions shall not rely primarily on dilution and dispersion of the substance if active remedial measures are technically and economically feasible, as determined by the director.

8.1.c. Adequate groundwater monitoring shall be conducted to demonstrate control and containment of the substance. The director shall specify which parameters should be monitored in a remedial operation. Groundwater monitoring must continue until results assure adequate remedial action was taken.

8.2. Remediation Guidelines. (reserved) '47-58-9. Fees.

9.1. Nothing in this rule relieves any person of an obligation to pay fees as required by the Groundwater Protection Act Fee Schedule, 47CSR55. '47-58-10. Enforcement.

10.1. Any person who violates the act or these rule shall be subject to civil and criminal penalties, injunctive relief, enforcement orders, and procedures as set forth in Section 10 of the Act.

10.2. The appeal and review procedures set forth in Section 11 of the Act shall be applicable to actions arising under these rule.

10.3. Civil penalties for violations of these rule may be assessed by the director in accordance with 47CSR56.

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'47-58-11. Waiver Provisions.

The director may, to the extent authorized by the act, waive some or all of the requirements of this rule upon determining in writing that such requirements are not necessary to protect groundwater from contamination. '47-58-12. Appeals.

12.1. Any person ordered or requested to take any action pursuant to this rule may appeal such order or request to the Environmental Quality Board as provided for in W. Va. Code '22-12-11.

12.2. Any person against whom enforcement action is initiated pursuant to section 10 of this rule may appeal to the Environmental Quality Board as provided for in W.Va. Code '22-12-11. '47-58-13. Requirements For Reuse Of Sludges. (Reserved)