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The State Well Codes database stores state standards for the construction of private water wells.
Included in the database is state-specific information on various codes related to well construction and siting. To find information on your state or other states, use the searchable database below.
Please note that this database is intended as a guide and occasionally standards change. WSC updates the database periodically, but we encourage you to obtain a full list of state well codes from your state environmental agency or contact the wellcare® Hotline for assistance.
If you have questions about the database, corrections or updates, please contact Charlene Bean.
Please click on the State Name in the list below for well code information. If you would like to alphabetize the table, click on the column name in blue.
State | Category | Subcategory | Standard Description |
---|---|---|---|
Nebraska | Caps | Caps - General |
Caps to be watertight welded or threaded. |
Nebraska | Abandonment | Abandonment - General |
Remove all obstructions, if unable to remove, fill cavity with approved fill materials from bottom of well to point above obstruction. If this is not possible, 5-ft non-slurry bentonite grout plug must be placed. Avoid bridging. Only use approved fill material or grout material including disinfected sand, gravel or crushed stone, native earth material may be used in large diameter bored or dug wells, All must be free of potentially toxic chemical residue and foreign materials. Disinfectant equivalent to 200 ppm chlorine in liquid, granular, or pellet for before filler material. Must have upper plug of either non-slurry bentonite or sand cement grouts. See 178 NAC 12-012.07 for approved methods. |
North Dakota | Well Pits or Vaults | Well Pits or Vaults - General |
The well casing shall not extend through nor shall the top of the well casing or any other well opening terminate in the basement of any building or in a pit, room, or other space which is below ground surface. |
North Dakota | Vents | Vents - General |
Wells must be vented to allow air to enter and leave the well freely with the changing of water level in the well. A breather tube shall be installed and terminate in a full 180 degree bend at least 18 inches above the floor, securely screened with 16 mesh wire screen. If the breather tube or a depth gauge line passes through the base of the pump or through the seal connection into the well, the hole about the tube shall be sealed. |
North Dakota | Testing | Testing - General |
Yield and drawdown test: should include static water level, pumping rate, drawdown measurements, recovery water levels, and depth of pump setting. Contractor should advise well owner that one or more samples should be submitted for bacteriological analysis and should not be used until satisfactory results are obtained. Every new, modified, or reconditioned ground water source should be examined for its chemical characteristics by tests of a representative sample in a department or other approved laboratory. The samples should be collected and tested as soon as practical. |
North Dakota | Seals | Seals - General |
A sanitary well seal shall be installed at top of well casing to prevent entrance of contamination. |
North Dakota | Screens | Screens - General |
Must be constructed of corrosion resistant material below the pumping water level, and of sufficient design to transmit sand free water at a capacity one and one-half times that anticipated. Screen slot size should be based on sieve analysis of formation samples. To be installed to avoid exposure above pumping level, must be attached by threaded fasteners or nontoxic packer. Solvent-welded joints should not impart taste, odors, toxic substances, or bacterial contamination to water in well. |
North Dakota | Pumps | Submersible Pumps |
The discharge line must meet standards for ferrous or nonferrous well casing, have an expanding, watertight rubber seal between it and the casing, unless fitted with a pitless unit or pitless adapter. Discharge line shall leave well at top of casing and be watertight. Underground discharge requires a pitless unit or adapter. Electrical cable shall be attached to pump at riser at intervals of 20 ft or less. When check valve is not part of the pump, it shall be installed on pump discharge line within the well, but not required for nonpressurized wells for livestock use that would be damaged by freezing when airgap or other cross-connection control protection is provided. |
North Dakota | Pumps | Pump Controls |
Must include a pressure-activated pump switch, a thermal overload switch, a flow control orifice or low water level cutoff switch, and a pressure relief valve on positive displacement pumps. |
North Dakota | Pumps | Pump Column |
A separate pump column, suction, or discharge pipe shall be installed in all wells. |
North Dakota | Pumps | Over-The-Well Pumps |
Must be installed on a concrete base of sufficient height for casing to extend one inch above concrete base. |
North Dakota | Pumps | Offset Pumps |
May be located in a basement if the pumps and suction pipes are at least twelve inches above the floor. |
North Dakota | Pumps | Hand Pump |
Must be of the force type, with a packing gland, downward spout, and a one-piece bell type base which is part of the pump stand or attached to the pump column in a watertight manner. |
North Dakota | Plumbness & Alignment | Plumbness & Alignment - General |
Every well shall be tested for plumbness and alignment and shall be sufficiently plumb to not interfere with installation and operation of the pump. |
North Dakota | Plumbing Connection | Plumbing Connection - General |
Water service pipe must be made of copper, galvanized steel, or approved plastic. Approved plastic pipe must have minimum pressure rating of one hundred sixty pounds per square inch. Must be installed below recorded frost penetration. Minimum depth of 7 ft below grade is recommended to prevent freezing. |
North Dakota | Pitless Adapters | Pitless Adapters and Units - General |
Unit: Must meet standards of the National Sanitation Foundation or the Water Systems Council. Must be factory fabricated, form an unbroken extension form point of discharge to above ground level, have I.D. equal or greater than I.D. of casing, conduct water from casing without contamination, have access to casing for disinfection, be capped with a vermin-proof, watertight cover having a downward flange which overlaps the unit, but must allow for watertight entrance of cables, vent piping, and air line or tap. To be installed by threaded, welded or compression flange gasketed connection to the cutoff casing, and connection must be watertight. If connection to casing to a field weld, factory-assembled unit must be designed specifically for field welding. All field connections between pitless unit and water service pipe to be threaded, flanged or mechanical joint. Adapter: Must be installed according to manufacturer specifications and meet NSF standards. Must be constructed and installed to prevent contamination, provide adequate clearance for insertion and withdrawal of pump and system components through upper terminal, connected to casing with clamps-and-gasket or welding, and be watertight. Upper terminal must have pitless cap or cover specified for pitless units. All field connections must be threaded, flanged, or mechanical joint, and all other aspects of pitless adapter must be as specified for pitless units. |
North Dakota | Permitting | Permitting - General |
Not required for domestic or livestock wells unless more than 12 and 1/2 acre/ft (15418.52 cubic meters) will be appropriated either from well or impoundment. |
North Dakota | Packers | Packers - General |
Shall be of a material that will not impart taste, odors, toxic substances, or bacterial contamination to the water in the well. |
North Dakota | Location | Sewer Lines |
Minimum distance 30 ft. |
North Dakota | Location | Privy Pits, Cesspools, Septic Tanks |
Minimum distance in unconsolidated soils 50 ft. |
North Dakota | Location | Overhead Powerlines |
Minimum distance 20 ft. |
North Dakota | Location | Location - General |
All wells must be accessible for repair, cleaning, testing, etc. No wells may be constructed in any basement, pit, room, or other space below ground surface. Greater distances are always preferable and often necessary, depending upon soil conditions. When wells are constructed in consolidated formations, care must be taken in locating the wells as pollutants have traveled great distances in such formations. |
North Dakota | Location | High Water Marks Of Lakes |
Minimum distance in unconsolidated soils 50 ft. |
North Dakota | Location | Building Projections |
When a well must be located adjacent to a building, it shall be located so that the centerline of the well extended vertically will clear any projection from the building by not less than 2 ft. |
North Dakota | Location | Basements Or Pits |
Minimum distance 10 ft. |
North Dakota | Location | Barnyards, Feedlots |
Minimum distance in unconsolidated soils 50 ft. |
North Dakota | Location | Absorption Fields |
Minimum distance in unconsolidated soils 50 ft. |
North Dakota | Licensing | Licensing - General |
The certified water well contractor, water well pump and pitless installer in charge shall provide inspection and supervision of all water well construction activities, installation of water well pumps, pitless units, or other appurtenances, or both. |
North Dakota | Grout | Neat Cement |
One standard sack of cement (94 pounds) mixed with not more than six gallons of water. Up to five pounds bentonite or thirty-three pounds of pozzuolana additives per sack may be added. |
North Dakota | Grout | High-Solids Bentonite Clay |
A mixture of at least three pounds commercially prepared high solids bentonite clay per gallon of water may be used to seal water wells. Use of bentonite drilling fluid as grouting material is not allowed. |
North Dakota | Grout | Heat Of Hydration |
Care should be used to avoid excess heat of hydration when grouting thermoplastic casing with neat cement. Up to five pounds of sand or bentonite may be added per sack of cement to reduce the heat of hydration. |
North Dakota | Grout | Grouting Guides |
A sufficient number of guides must be used to allow unobstructed flow and uniform thickness of grout. |
North Dakota | Grout | Grout - General |
Shall be placed to fill all voids. Mixture to be added from bottom of annular space upward in continuous operation until annular space filled. Annular opening shall permit a minimum of one and one-half inches of grout around the casing, including couplings if needed. Bentonite chips or tablets may be added from top of annular space to maximum of 30 ft providing that grout material is accurately placed and hydrated after placement. |
North Dakota | Grout | Application |
Grout materials must be positively and accurately placed to fill all voids, filling from bottom upwards, to obtain at least one and one-half inches of grout around the casing. Bentonite chips or tablets may be added from the top of the well, to a maximum depth of thirty feet, provided there are no voids, and they are hydrated after placement. |
North Dakota | Gravel/Sand-Packed Wells | Gravel/Sand-Packed Wells - General |
Filter pack shall be sand or sand and gravel free of foreign material, properly sized, washed, and disinfected prior to or during placement. Provisions for prevention of leakage of grout into the filter pack or screen shall be provided. |
North Dakota | Disinfection | Disinfection - General |
Every new, modified, or reconditioned water source shall be thoroughly cleaned and disinfected after the completion of construction and again after the permanent pump is installed. Disinfection to be completed with strong chlorine solution of 50-100 mg/L. |
North Dakota | Development | Development - General |
All wells shall be developed prior to yield and drawdown testing. After development, the well should produce sand-free water at capacity at least one and one-half times capacity of water anticipated. |
North Dakota | Cross Connection | Cross Connection - General |
All well discharging to potential source of contamination must be provided with an approved backflow prevention device or airgap to prevent backflow or siphonage. Backflow specifications are in North Dakota State Plumbing code. |
North Dakota | Casing | Nonferrous |
Thermoplastic well casing shall conform to ASTM specification F480-81. Minimum SDR 21 for casing < 16 inches diameter, SDR 26 for casing ≥16 inches diameter. Casings w/lower SDR must be used when min. SDR is not capable of withstanding stresses during and after installation. Minimum pipe stiffness to be 224 lb/ft when tested according to section 5.4.1 of ASTM F480. All casing ≥5 inches shall be tested for impact resistance and meet or exceed IC-1 impact classification according to section 6.5 and table 6 of ASTM F480. |
North Dakota | Casing | Ferrous |
≤ 10 inch diam. - ASTM schedule 40, > 10 inch diam. - 0.375 inch minimum wall thickness |
North Dakota | Caps | Caps - General |
A properly fitted cap shall be used to protect the well from surface contamination until pumping equipment is installed. All wells shall have a sanitary seal installed at the top of the well casing to prevent the entrance of contaminated water or objectionable material. |
North Dakota | Abandonment | Abandonment - General |
All abandoned wells shall be sealed by restoring as far as possible the controlling geological conditions which existed before the wells were drilled. |
North Carolina | Well Head Completion | Well Head Completion - General |
The top of the casing shall be terminated by the drilling contractor at least 12 inches above land surface. |
North Carolina | Vents | Vents - General |
Shall enter into well at least 12 inches above land surface, except where pitless adapters or pitless units are used. |
North Carolina | Testing | Testing - General |
Every domestic well shall be tested for capacity using approved methods, including pump method, bailer method, air rotary drill method, or air lift method. For wells to be screened in multiple zones or aquifers, representative data on the static water level and pH, specific conductance, and concentrations of sodium, potassium, calcium, magnesium, sulfate, chloride, and carbonates from each aquifer or zone from which water is proposed to be withdrawn. |
North Carolina | Screens | Screens - General |
If water is from unconsolidated formation, shall be equipped with a screen. Multi-screen wells shall not connect aquifers or zones which have differences in water quality to prevent contamination. |
North Carolina | Pitless Adapters | Pitless Adapters - General |
Allowed as long as it complies with WSC standard PAS-97(04), the device is compatible with well casing, top of pitless unit extends at least 12 inches above land surface, excavation surrounding casing and pitless device is filled with grout from top of casing grout to the land surface, device has an access port. |
North Carolina | Permitting | Permitting - General |
Permit required to be obtained from Department prior to construction. |
North Carolina | Abandonment | Maintenance & Repair - General |
All materials used in repair to meet standards for new installation. Must use licensed person. NSF International (NSF) approved PVC pipe rated at 160 PSI may be used for liner pipe. The annular space around the liner casing shall be at least five-eighths inches and shall be completely filled with neat-cement grout or sand cement grout. The well liner shall be completely grouted within 10 working days after collection of water samples or completion of other testing to confirm proper placement of the liner or within 10 working days after the liner has been installed if no sampling or testing is performed. No well shall be repaired or altered such that the outer casing is completed less than 12 inches above land surface. Well rehabilitation by noncontinuous chemical treatment shall be conducted using methods and materials approved by the Department based on a demonstration that the materials and methods used will not create a violation of groundwater standards in 15A NCAC 02L or otherwise render the groundwater unsuitable for its intended best usage after completion of the rehabilitation. |
North Carolina | Location | Liquid-Waste Storage or Transfer Facility |
50 ft. if constructed to water main standards in accordance with 15A NCAC 02T .0305(g)(2) or 15A NCAC 18A .1950(e), as applicable, no less than 25 ft for exceptions. Other sewage and liquid-waste collection or transfer facility 100 ft. |
North Carolina | Location | Surface Water Bodies |
25 ft. separation distance - brooks, creeks, streams, rivers, sounds, bays, and tidal estuaries. 50 ft. - ponds, lakes, and reservoirs. |
North Carolina | Location | Subsurface Ground Disposal System |
100 ft. |
Alaska | Licensing | Licensing - General |
Must have a general or subcontractor's license. |
Alaska | Grout | Grout - General |
At least 10 ft. of continuous grouting within first 20 ft below ground surface or alternate method approved by the Dept. Watertight cement grout, sealing clay, bentonite or equivalent material approved by the Dept. |
Alaska | Disinfection | Disinfection - General |
Must be flushed of sediment prior to construction following ANSI/AWWA Standard A 100-97. |
Alaska | Development | Development - General |
No Standard Specified. |
Alaska | Construction | Construction - General |
Driller shall file a report within 45 days after completion with the Dept and property owner. |
Alaska | Cleaning | Cleaning - General |
No Standard Specified. |
Alaska | Casing | Casing - General |
Must have a sanitary seal. Shall terminate at least 1 ft. above ground level or well house floor. |
Alaska | Caps | Caps - General |
No Standard Specified. |
Alaska | Blasting | Blasting - General |
No Standard Specified. |
Alaska | Additional Requirements | Additional Requirements - General |
At least 10 ft. in all directions from well, surface must be sloped to drain away from well. Driller's log, maps, and photos must be submitted to Dept. No cross-connection with sewer system. Well must be protected against flooding. Well pits are prohibited unless they are exempted by Dept. Water well contractors are required to submit the well drilling log to DNR. |
Alaska | Abandonment | Abandonment - General |
Shall use a method that conforms to ANSI/AWWA Standard A100-97, Water Wells, and Appendix H to ANSI/AWWA Standard A100-97 (Decommissioning of Test Holes, Partially Completed Wells, and Abandoned Completed Wells), adopted by reference in 18 AAC 80.010(b); or an alternate method that has been presented to and approved by the department. |
Alabama | Casing | Nonporous Concrete Pipe |
50% cement, 50% aggregate. To be grouted to 20 ft. The upper 20 feet of the |
Alabama | Casing | Diameter |
minimum outside diameter of 4.5 inches. |
Alabama | Casing | Casing - General |
Casing may be driven, lowered, or installed in any manner which will affect a continuous watertight installation. In those wells where there is an annulus, it shall be filled with puddled clay and/or cement grout in the manner prescribed in Rule .06 (a) (1). |
Alabama | Caps | Caps - General |
all wells shall be left with a secure cap which will not permit the well to become contaminated during construction. |
Alabama | Blasting | Blasting - General |
Notify Department 14 days prior to reconditioning any well by blasting. |
Alabama | Abandonment | Abandonment - General |
Top 20 ft. to be filled with cement grout or concrete. Wells to be filled with puddled clay having 50 ppm chlorine within 20 ft. of top. |
Alabama | Abandonment | Abandonment - General |
Abandoned wells & boreholes to be filled to prevent contamination. Fill with neat cement or in accordance with AWWA Standards. Top 20 ft. must be sealed with neat cement and no material that could impart taste, odor, or toxic components to water may be used in the sealing process. |
Alaska | Vents | Vents - General |
No Standard Specified. |
Alaska | Testing | Testing - General |
No Standard Specified. |
Alaska | Seals | Seals - General |
The well must be sealed with a sanitary seal with access to monitor static water level. |
Alaska | Screens | Screens - General |
No Standard Specified. |
Alaska | Pumps | Pumps - General |
No Standard Specified. |
Alaska | Pitless Adapters | Pitless Adapters - General |
No Standard Specified. |
Alaska | Permitting | Permitting - General |
No Standard Specified. |
Alaska | Packers | Packers - General |
No Standard Specified. |
Alaska | Location | Wastewater System, Cleanout |
100 ft. minimum separation distance, includes domestic wastewater treatment works, onsite disposal system, and pit privy. The Dept. has the discretion to require a greater separation distance. |
Alaska | Location | Septic Tank, Sewer Manhole |
100 ft. minimum separation distance, includes lift station and sewer cleanout. The Dept. has the discretion to require a greater separation distance. |
Alaska | Location | Petroleum Lines, Storage Tanks |
25 ft. minimum separation distance, drinking water treatment wastes, such as backwash water from filters and water softeners and reject water from reverse osmosis units. For exceptions see Alaska Admin Code 18 AAC 72.020. Separation distances. The Dept. has the discretion to require a greater separation distance. |
Alaska | Location | Community Sewer Line |
75 ft. minimum separation distance. The Dept. has the discretion to require a greater separation distance. |
Alabama | Location | Primary Electrical Services |
At least 75 ft. away |
Alabama | Location | Location - General |
All wells should be above 100 yr. flood plain. |
Alabama | Location | Field Lines |
100 ft. |
Alabama | Location | Cess Pool |
At least 150 ft. away |
Alabama | Location | Barnyard |
At least 150 ft. away |
Alabama | Licensing | Licensing - General |
Must have at least 2 years of experience under a licensed well driller and make a minimum score of 70 percent on a Board authorized examination prior to being licensed. |
Alabama | Grout | Grout - General |
Ratio of one sack of Portland cement to 6 gal water. |
Alabama | Grout | Grout - General |
Flow in continuous operation until annular space is filled & overflowing. In wells > 100 ft., grout to be no < 100 ft. from surface to end of grout zone. Minimum annular space to be 3 in. Non-community wells to be grouted as above or by tremie pipe. Pressure cement grout. To be added at the bottom of outer casing & under pressure. see regulation 335-7-5-.13 |
Alabama | Disinfection | Disinfection - General |
Wells should be subjected to 50 ppm chlorine solution for at least 12 hrs. |
Alabama | Disinfection | Disinfection - General |
1. Contamination may occur. 2. Total coliform of raw water > 20 per 100 mL but is < 100 per 100 mL for 4 consecutive months. 3. Avg. fecal coliform count of raw water > 5 per 100 mL but is < 20 per 100 mL for 4 months. Chlorine concentration time of at least 60 to be used when turbidity is < 5 NTU and: Residual for chlorine to be no < 0.2 mg/L free chlorine. Should a disinfectant other than chlorine be used, an equivalent CT time will be provided by the Department. |
Alabama | Development | Development - General |
Well will be developed to its max practical yield. |
Alabama | Development | Development - General |
Wells shall be thoroughly developed to remove all sand, cuttings and drilling fluids from the well and aquifer. The permanent pumping equipment may not be used to develop a well. |
Alabama | Construction | Construction - General |
Air rotary equip. should have pump delivering 3 gpm of water. Casing shall be no less than 20 feet. Casing size in mud rotary wells will be at least 4 1/2 O.D. Casing will be sealed. Casing will extend 1 ft. above ground. Fifty ft. of annulus will be sealed and 20 ft. grouted if impervious layer is not encountered. Holes to be properly backfilled. Wells with casing >8 in. in I.D. will be grouted to > or = to 20 ft. |
Alabama | Construction | Construction - General |
Drill cuttings to be obtained at 10 foot intervals & all pronounced changes in formations. Submit cuttings to geologist. See Statutory Authority: Code of Alabama 1975, 22-24-8 |
Alabama | Casing | Steel |
Must be welded or threaded & coupled. Schedule 30. Must be approved for potable water by NSF. |
Arkansas | Casing | Joints |
Shall be watertight welded or threaded couplings. |
Arkansas | Casing | Fiberglass |
To be tested in accordance with ASTM D1180, pipes must have a minimum bursting pressure of 660 PSI, and couplings will have watertight seals. |
Arkansas | Casing | Casing - General |
Grouting guides to be welded to casing. Temporary casing shall be of sufficient strength to prevent rupture. Must be watertight and permit installation without distortion or rupture. |