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Presented by: Adam Foster
Hydrologist, TDLR
Tagd QuarTerly Meeting March 9, 2023
Water Well Driller and Pump Installer
Program (WWD/PI)
- Chapter 76 of the Texas Administrative Code
- Chapters 1901 and 1902 of the Texas Occupations Code
Groundwater Protection!!
License qualified drillers and pump installers
Establish and enforce MINIMUM well construction,
well plugging, and pump installation standards
Administration of the abandoned well notification
and enforcement program
Cooperation with state and federal agencies and local
governments
Annulus or
Annular Space
Filter Pack
Annular Seal
Well Screen
Well Casing
Well Cap
Pump
Surface Completion
Borehole
Water Well Terminology
Straight Wall
Open Hole Filter Packed Under-reamed
Types of Borehole Completion
76.100(d)(2)
– Approved
Casing
Materials
Plastic – Minimum SDR 26 approved water well
casing;
Steel – New ASTM A-53 Grade or better, and
have a minimum weight and thickness of
schedule 10; or
Fiberglass – NSF-61 and ASTM D2996 approved
Filament Wound fiberglass casing.
Filter Pack and
Manufactured
Screen
76.78(a) - Unless waived by the landowner, a
licensee shall use a manufacturer’s well screen,
and select the correct slot size for the screen in
the installation of a domestic (household use) or
landscape irrigation water well to prevent sand
or sediment from entering the well.
Drilling
Fluids and
Cuttings
76.100(c)(3) - Each licensee shall use potable
water in drilling fluids.
76.100(c)(4) - Each licensed well driller drilling,
deepening, or altering a well shall keep any drilling
fluids, tailings, cuttings, or spoils contained in such
a manner so as to prevent spillage onto adjacent
property not under the jurisdiction or control of
the well owner without the adjacent property
owners’ written consent.
76.100(c)(5) - Each licensed well driller drilling,
deepening, or altering a well shall prevent the
spillage of any drilling fluids, tailings, cuttings, or
spoils into any body of surface water.
Min. 10’ of
annular cement
Min. 2’ of annular cement
on top of 8’ of bentonite
grout
Borehole 3’’
greater in
diameter than the
O.D. of the casing
MINIMUM ANNULAR SEAL
76.100(e)
Annular seal prevents surface
contaminants from entering the
well and stabilizes well casing
Water-Tight
Sewage and
Liquid-Waste
Collection Facility
Septic System
Adsorption Field
or Spray Area
Dry Litter Poultry
Facility
Concentrated
Source of Potential
Contamination
50’
150’
Well
Property
Line
50’
Well Location
Chapter 76.100(a) – Minimum Completion
Min. 100’ of annular
cement grout OR to
the top of the
production zone.
Min. 2’ of annular
cement on top of 98’
of bentonite grout OR
to the top of the
production zone
Borehole 3’’
greater in
diameter than the
O.D. of the casing
ALTERNATE ANNULAR SEAL - (100’) COMPLETION
**MUST BE PRESSURE GROUTED**
Pressure grouting methods include:
• Halliburton Method
• Tremie Line
• Grout Pump
Water-Tight
Sewage and
Liquid-Waste
Collection Facility
Septic System
Adsorption Field
or Spray Area
Dry Litter Poultry
Facility
Concentrated
Source of Potential
Contamination
50’
50’
Well
Property
Line
5’
Well Location
Chapter 76.100(b) – Alternative Siting Method
76.100(a)(4) -
Exceptions To
Property Line
Distance
Requirements
A driller is not required to adhere to the property line
distance requirements if:
(A) The well is located within a groundwater conservation
district, and the district’s rules regulate the spacing of
wells;
(B) The well is located on property that has restrictions
regulating the spacing of wells and on-site sewage
systems; or
(C) Public wastewater treatment is provided and utilized
by the owner.
76.100(c)(1)
Commingling All wells shall be completed so that
AQUIFERS OR ZONES containing
waters that differ in chemical quality
are not allowed to commingle
through the borehole casing annulus
or the filter pack and cause quality
degradation of any AQUIFER OR
ZONE. When AQUIFERS OR ZONES of
lesser quality are overlying the
production zone, the borehole
annulus shall be pressure grouted
with bentonite or cement from the
top of the production zone back to
the surface unless the formations
make total grouting impossible or
impractical. In this case the entire
borehole annulus which is groutable
shall be grouted and sealed including
proper surface annular grouting and
completion.
76.100(f)(2-3)
Surface
Completion
76.100(g)(1)
Alternate Surface
Completions
76.100(g)(2) - Pitless Adapters
Injurious Water Overlying Fresh Water
76.101(c)(1-3)
Injurious Water Zone
Pressure grouted to
seal off injurious
water zone.
Production Zone
Fresh Water Overlying Injurious Water
76.101(c)(4)
Production Zone
Plug back to base
of production zone.
Injurious Water Zone
Completion Standards For Wells Producing Injurious Water
76.102
Fresh Water Zone
Pressure grouted
to seal off any
freshwater zones.
Injurious Water Zone
76.70 –
State Well
Reports
Required Information:
Well Owner Name
Well Owner Address
Well Address
Well GPS
Well Construction Information
Drill Date
Proposed Use
Drilling Method
Borehole Data
Casing/Screen Data
Annular Seal Data
Surface Completion Type
Lithology
Setback Distances
Property Line
Septic Tank
Septic Field
Other Concentrated
Contamination
Drillers have 60 days
from well completion or
cessation of drilling* to
submit a well report to
the:
– TDLR
– Well owner
– GCD
*Cessation of drilling--
When the borehole has
been drilled to total depth
and casing has been
placed in the borehole.
76.109 –
Variances
• Variances may be granted when a driller finds any
of the procedures prescribed by 76.100 - 76.105
inapplicable, unworkable, or inadequate.
• Combinations of the prescribed procedures or
alternative procedures may be employed,
provided that the proposed alternative
procedures will prevent injury and pollution.
• TDLR will not grant a variance based solely on
cost, aesthetics, or for a well head to be placed
below ground level.
• TDLR will grant “blanket” variances to GCDs for
well construction and well plugging standards for
wells located within the boundaries of the GCD.
Water Well Driller and Pump Installer Program
(WWD/PI)
David Gunn – Program Manager
Adam Foster – Hydrologist
Casey Stevens - Hydrologist
Regulatory Program Management – WWD
PO Box 12157
Austin, Texas 78711
Phone: 512-334-5540
Email: water.well@tdlr.texas.gov
Website: www.tdlr.texas.gov/wwd/wwd.htm

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Well.Construction.pptx

  • 1. Presented by: Adam Foster Hydrologist, TDLR Tagd QuarTerly Meeting March 9, 2023
  • 2. Water Well Driller and Pump Installer Program (WWD/PI) - Chapter 76 of the Texas Administrative Code - Chapters 1901 and 1902 of the Texas Occupations Code Groundwater Protection!! License qualified drillers and pump installers Establish and enforce MINIMUM well construction, well plugging, and pump installation standards Administration of the abandoned well notification and enforcement program Cooperation with state and federal agencies and local governments
  • 3. Annulus or Annular Space Filter Pack Annular Seal Well Screen Well Casing Well Cap Pump Surface Completion Borehole Water Well Terminology
  • 4. Straight Wall Open Hole Filter Packed Under-reamed Types of Borehole Completion
  • 5. 76.100(d)(2) – Approved Casing Materials Plastic – Minimum SDR 26 approved water well casing; Steel – New ASTM A-53 Grade or better, and have a minimum weight and thickness of schedule 10; or Fiberglass – NSF-61 and ASTM D2996 approved Filament Wound fiberglass casing.
  • 6. Filter Pack and Manufactured Screen 76.78(a) - Unless waived by the landowner, a licensee shall use a manufacturer’s well screen, and select the correct slot size for the screen in the installation of a domestic (household use) or landscape irrigation water well to prevent sand or sediment from entering the well.
  • 7.
  • 8. Drilling Fluids and Cuttings 76.100(c)(3) - Each licensee shall use potable water in drilling fluids. 76.100(c)(4) - Each licensed well driller drilling, deepening, or altering a well shall keep any drilling fluids, tailings, cuttings, or spoils contained in such a manner so as to prevent spillage onto adjacent property not under the jurisdiction or control of the well owner without the adjacent property owners’ written consent. 76.100(c)(5) - Each licensed well driller drilling, deepening, or altering a well shall prevent the spillage of any drilling fluids, tailings, cuttings, or spoils into any body of surface water.
  • 9. Min. 10’ of annular cement Min. 2’ of annular cement on top of 8’ of bentonite grout Borehole 3’’ greater in diameter than the O.D. of the casing MINIMUM ANNULAR SEAL 76.100(e) Annular seal prevents surface contaminants from entering the well and stabilizes well casing
  • 10. Water-Tight Sewage and Liquid-Waste Collection Facility Septic System Adsorption Field or Spray Area Dry Litter Poultry Facility Concentrated Source of Potential Contamination 50’ 150’ Well Property Line 50’ Well Location Chapter 76.100(a) – Minimum Completion
  • 11. Min. 100’ of annular cement grout OR to the top of the production zone. Min. 2’ of annular cement on top of 98’ of bentonite grout OR to the top of the production zone Borehole 3’’ greater in diameter than the O.D. of the casing ALTERNATE ANNULAR SEAL - (100’) COMPLETION **MUST BE PRESSURE GROUTED** Pressure grouting methods include: • Halliburton Method • Tremie Line • Grout Pump
  • 12. Water-Tight Sewage and Liquid-Waste Collection Facility Septic System Adsorption Field or Spray Area Dry Litter Poultry Facility Concentrated Source of Potential Contamination 50’ 50’ Well Property Line 5’ Well Location Chapter 76.100(b) – Alternative Siting Method
  • 13. 76.100(a)(4) - Exceptions To Property Line Distance Requirements A driller is not required to adhere to the property line distance requirements if: (A) The well is located within a groundwater conservation district, and the district’s rules regulate the spacing of wells; (B) The well is located on property that has restrictions regulating the spacing of wells and on-site sewage systems; or (C) Public wastewater treatment is provided and utilized by the owner.
  • 14. 76.100(c)(1) Commingling All wells shall be completed so that AQUIFERS OR ZONES containing waters that differ in chemical quality are not allowed to commingle through the borehole casing annulus or the filter pack and cause quality degradation of any AQUIFER OR ZONE. When AQUIFERS OR ZONES of lesser quality are overlying the production zone, the borehole annulus shall be pressure grouted with bentonite or cement from the top of the production zone back to the surface unless the formations make total grouting impossible or impractical. In this case the entire borehole annulus which is groutable shall be grouted and sealed including proper surface annular grouting and completion.
  • 18. Injurious Water Overlying Fresh Water 76.101(c)(1-3) Injurious Water Zone Pressure grouted to seal off injurious water zone. Production Zone
  • 19. Fresh Water Overlying Injurious Water 76.101(c)(4) Production Zone Plug back to base of production zone. Injurious Water Zone
  • 20. Completion Standards For Wells Producing Injurious Water 76.102 Fresh Water Zone Pressure grouted to seal off any freshwater zones. Injurious Water Zone
  • 21. 76.70 – State Well Reports Required Information: Well Owner Name Well Owner Address Well Address Well GPS Well Construction Information Drill Date Proposed Use Drilling Method Borehole Data Casing/Screen Data Annular Seal Data Surface Completion Type Lithology Setback Distances Property Line Septic Tank Septic Field Other Concentrated Contamination Drillers have 60 days from well completion or cessation of drilling* to submit a well report to the: – TDLR – Well owner – GCD *Cessation of drilling-- When the borehole has been drilled to total depth and casing has been placed in the borehole.
  • 22. 76.109 – Variances • Variances may be granted when a driller finds any of the procedures prescribed by 76.100 - 76.105 inapplicable, unworkable, or inadequate. • Combinations of the prescribed procedures or alternative procedures may be employed, provided that the proposed alternative procedures will prevent injury and pollution. • TDLR will not grant a variance based solely on cost, aesthetics, or for a well head to be placed below ground level. • TDLR will grant “blanket” variances to GCDs for well construction and well plugging standards for wells located within the boundaries of the GCD.
  • 23. Water Well Driller and Pump Installer Program (WWD/PI) David Gunn – Program Manager Adam Foster – Hydrologist Casey Stevens - Hydrologist Regulatory Program Management – WWD PO Box 12157 Austin, Texas 78711 Phone: 512-334-5540 Email: water.well@tdlr.texas.gov Website: www.tdlr.texas.gov/wwd/wwd.htm

Editor's Notes

  1. Explain how we regulate through cooperation with other agencies
  2. Open Hole Completion – no casing/screen or filter media in production zone. Straight Wall – well is only kept open with the screen
  3. -
  4. Contamination sources include: cemeteries, buried oil and gas lines, chemical storage facilities, etc.
  5. (2) The slab or block shall extend laterally at least two (2) feet from the well in all directions and have a minimum thickness of four (4) inches and should be separated from the well casing by a plastic or mastic coating or sleeve to prevent bonding of the slab to the casing. (3) The surface of the slab shall be sloped to drain away from the well.
  6. (1) The steel sleeve shall be a minimum of 3/16 inches in thickness and shall be a minimum of twenty-four (24) inches in length. The plastic sleeve shall be a minimum of Schedule 80 sun resistant or SDR 17 sun resistant and be twenty-four (24) inches in length, and either sleeve used shall extend twelve (12) inches into the cement, except when steel casing or a pitless adapter as described in paragraph (2) is used. The casing shall extend to a minimum of twelve (12) inches above the land surface, and the steel/plastic sleeve’s inside diameter shall be two (2) inches larger in diameter
  7. (2) A slab or block as described in subsection (f) is required above the cement slurry except when steel casing or a pitless adapter is used. Pitless adapters may be used in such wells, provided that: (A) the adapter is welded to the casing or fitted with another suitably effective seal; (B) the annular space between the borehole and the casing is filled with cement to a depth not less than twenty (20) feet below the adapter connection; and (C) in lieu of cement, the annular space may be filled with a solid column of granular sodium bentonite to a depth of not less than twenty (20) feet below the adapter connection.
  8. If a driller encounters injurious water and the well is not plugged or made into a completed monitoring well producing injurious water, the driller shall ensure that the well drilled, deepened or altered is completed as quickly as possible as follows: (1) When injurious water is encountered in a water well, the injurious water shall be sealed off and confined to the zone(s) of origin. (2) When injurious water is encountered in a zone overlying fresh water, the driller shall case the water well from the production zone back to the land surface to ensure the protection of water quality. (3) The annular space between the casing and the wall of the borehole shall be pressure grouted with positive displacement technique or the well is tremie pressured filled provided the annular space is three inches larger than the casing with cement or bentonite grout from the production zone to the land surface to ensure the protection of groundwater. Bentonite grout may not be used if a water zone contains chlorides above 1,500 ppm or if hydrocarbons are present.
  9. (4) When injurious water is encountered in a zone underlying a fresh water zone, the part of the wellbore opposite the injurious water zone shall be filled with pressured cement or bentonite grout to the bottom of the production zone to prevent the entrance of the injurious water into the water well. Bentonite grout may not be used if a water zone contains chlorides above 1,500 ppm or if hydrocarbons are present.
  10. Wells completed to produce injurious water shall be cased to prevent the mixing of water or constituent zones. The annular space between the casing and the wall of the borehole shall be pressured grouted with cement or bentonite grout to the land surface. Bentonite grout may not be used if a water zone contains chloride water above 1,500 ppm if hydrocarbons are present. Wells producing injurious water shall be completed in such a manner that will not allow injurious fluids to flow onto the land surface.
  11. Distance to Septic Field or other concentrated contamination
  12. Distance to Septic Field or other concentrated contamination