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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 |
|---|---|---|---|
| Arizona | Location | Spacing | |
| South Carolina | Disinfection | Disinfection - General |
"All individual residential wells wells shall be disinfected upon well completion, initial installation of pump and sanitary cover. The well shall also be disinfected upon any well subsequent maintenance, repair, pump repair, pump installation, or testing. Disinfectants shall be placed in the well in order to provide a chlorine residual from 50 ppm to 250 ppm for a minimum of 4 hours before being flushed from the well. The method of chlorination shall be one that insures that the chlorine is uniformly distributed in the well. The well shall be flushed sufficiently after disinfection to remove the disinfectant and to condition the well for use." |
| South Carolina | Well Head Completion | Well Head Completion - General |
"Casing installed shall extend a minimum of one foot above the land surface at the time of construction. If an above ground pump is used, the casing may extend less than one foot above the land surface or below the land surface with a protective wellhead cover that allows access to the wellhead if the piping connecting the well casing to the pump is glued or threaded and is watertight." |
| South Carolina | Location | Location - General |
"Certain conditions may require increased distances of certain wells from potential contamination sources or known contamination and the decision shall be made in consultation with the Department. These include but are not limited to: |
| Vermont | Screens | Screens - General |
"For permitted wells, screen shall be constructed of materials capable of withstanding structural loads imposed and resistant to damage by chemical action of groundwater or cleaning operations, and shall(a) have size of openings based on sieve analysis of formation and/or gravel pack materials; |
| Oklahoma | Abandonment | Abandonment - General |
"If well is uncontaminated and not in alluvium or terrace deposits authorized by the Board, fill well with uncontaminated, compacted drill cuttings and/or uncontaminated surface clay, cement, bentonite pellets or granules, or high solids (min. 20% solids by dry wt) bentonite grout to w/in 14 ft of land surface, and min. of 10 ft of annular space and interior of casing shall be filled w/cement grout to at least 4 ft below land surface. Top of casing to be properly sealed w/ pitless adapter cap, sanitary well seal, or cap if |
| Vermont | Gravel/Sand-Packed Wells | Gravel/Sand-Packed Wells - General |
(a) Gravel pack shall be well rounded particles, 95% siliceous material, that are smooth and uniform, free of foreign material, properly sized, washed and then disinfected immediately prior to or during placement. |
| Vermont | Location | Down Slope Sewage System Disposal Facilities |
(fields, beds, drywells, injection wells, etc.) 100 ft. |
| Tennessee | Location | Animal Pens Or Feed Lots |
> 100 ft. |
| Tennessee | Location | House To Septic Tank Connections (Tight Line) |
>10 ft. |
| Tennessee | Location | Sludge & Septage Disposal Sites |
>100 ft. |
| Tennessee | Location | Leaching Pits; Sewage Lagoons |
>200 ft. |
| Tennessee | Location | Sewer Lines |
>50 ft. |
| Tennessee | Location | Septic Tanks & Drain Fields |
>50 ft. |
| Tennessee | Location | Pit Privies |
>75 ft. |
| North Dakota | Casing | Ferrous |
≤ 10 inch diam. - ASTM schedule 40, > 10 inch diam. - 0.375 inch minimum wall thickness |
| Arkansas | Grout | Neat Cement |
1 bag of cement (94 lbs) to no more than 6 gal. clean water. Additives up to 6% by weight to increase fluidity may be used. |
| Arkansas | Grout | Concrete |
1 bag of cement & = amount of dry sand, gravel, & clean water Aggregate to be no > than 1/5 of dimension between outside casing and face of bore hole. Concrete can be used in top 10 ft. of annular space in large diameter wells if space is > 2 in. from wall. |
| Missouri | Grout | Neat Cement |
1 bag of Portland cement (ASTM C150) to not more 6 gal. of clean water. Bentonite up to 6% by weight may be used or other additives meeting ASTM C688. |
| Colorado | Grout | Cement |
1 bag to 6 gal. water |
| Colorado | Grout | Neat Cement |
1 bag to 6 gal. water, Portland cement ASTM C-150. The water-cement ratio for grout slurries blended with fly ash must not exceed 5 gal. of water per 86 lb. blended cement. |
| Hawaii | Grout | Sand & Cement |
1 part sand 1 part cement by weight and 6 gallons water per sack of cement. HWCPIS 2.6(e) |
| Hawaii | Grout | Neat Cement |
1 sack 94-lb sack to 6 gallons of water. |
| Indiana | Location | Uncovered Salt Storage |
1,500 ft. |
| 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. |
| New Mexico | Meters | Meters - General |
1) The state engineer shall require a meter on each new 72-12-1.1 domestic well permitted: |
| Hawaii | Location | Treated Effluent Injection Well |
1/4 mile. |
| Missouri | Construction | Construction - General |
10 CSR 23-3.090 sets specific additional standards for certain regions in Missouri, including Area 1) limestone or dolomite area, Area 2) Central Western Missouri, Area 3) NW Missouri, Area 4) NE Missouri, Area 5) Missouri Bootheel and all major stream alluvial areas, Area 6) St. Francois Mtn area. 10 CSR 23-3.100 sets specific additional standards for Sensitive Areas designated either naturally occurring problems or fragile groundwater environment outlined in maps in Code of State Regulations (7/31/07). |
| Ohio | Location | Building Foundation |
10 ft from foundation. Shall not be located within the foundation of any building, except within a building designed and constructed solely to house pumping and water system equipment. Shall not be closer than 5 ft to edge driveway, parking lot, deck or porch that is not part of the building foundation for a basement or crawl space, or a slab that has been extended from the residence or building due to limitations for access of large equipment for service. |
| Ohio | Location | Roads & Highways |
10 ft from right of way, 25 ft from edge of road surface or 10 ft from road utility easement, whichever greater. |
| Wyoming | Location | Property Line |
10 ft. |
| West Virginia | Location | Sewers & Drains (Watertight) |
10 ft. |
| Vermont | Location | Buildings |
10 ft. |
| Virginia | Location | Building Foundation |
10 ft. |
| South Dakota | Location | Permanent Structures Or Overhead Projections |
10 ft. |
| South Dakota | Location | Overhead Power Lines |
10 ft. |
| Ohio | Location | Properly Sealed Well |
10 ft. |
| Ohio | Location | Existing Properly Constructed Water Well |
10 ft. |
| Arkansas | Location | Footing Drain |
10 ft. |
| Arkansas | Location | Power Lines |
10 ft. |
| Georgia | Location | Sewer Line |
10 ft. |
| Iowa | Location | Hydrants |
10 ft. |
| Iowa | Location | Conforming Wells |
10 ft. |
| Iowa | Location | Basements, Pits, Sumps |
10 ft. |
| Iowa | Location | Well House Floor Drains |
10 ft. |
| Iowa | Location | Sewers Of Cast Iron Or Plastic Pipe |
10 ft. |
| Illinois | Location | Footing Drain |
10 ft. |
| Massachusetts | Location | Property Line |
10 ft. |
| Maryland | Location | Property Line |
10 ft. |
| Michigan | Location | Buried Gravity Flow Sewer (SCH 40 PVC) |
10 ft. |
| Michigan | Location | Surface Water Body |
10 ft. |
| Missouri | Location | Right-Of-Way Of Federal, State, County Road |
10 ft. |
| Montana | Location | Property Lines |
10 ft. |
| West Virginia | Location | Building/Foundation |
10 ft. |
| West Virginia | Location | Property Line |
10 ft. |
| Arkansas | Location | Sanitary Sewer Lid - Closed or Tight |
10 ft. |
| Ohio | Location | Lot Lines and Easements |
10 ft. |
| Michigan | Location | Sump, Pit, or Unfilled Space |
10 ft. |
| Indiana | Location | Drain, Downspout, Cistern |
10 ft. |
| Illinois | Location | Storms Sewers |
10 ft. |
| Illinois | Location | Yard Hydrant |
10 ft. |
| Massachusetts | Location | Sewer That Is Corrosion Resistant |
10 ft. (with watertight joints) |
| Idaho | Location | Buildings |
10 ft. from permanent buildings, other than those to house the well or plumbing apparatus, or both. |
| Kansas | Abandonment | Wells From Confined & Unconfined Aquifers |
10 ft. grout plug to be placed opposite the impervious formation or confining layer w/ grout tremie pipe. Entire column to be filled w/ grout. Grout plug of at least 10 ft. to be placed from at least 13 ft. below surface to top of cut off casing. If there is an open bore hole below casing, top 20 ft. of casing to be removed or perforated. Prevent bridging by placing clays, silts, sand, & gravel between plugs. From ground level to 3 ft. below ground level, well shall be backfilled with clean, compacted soil and sloped to direct runoff away from well. |
| Kentucky | Location | Property Lines |
10 ft. Includes utility lines or roadway right of way. |
| Ohio | Location | Sewers & Drains (Watertight) |
10 ft. minimum except within 5 ft of foundation where both lines enter building and they must cross. In this case, minimum of 12 vertical inches between the lines, preferably water line above sewer line. At crossings, water pipe should be located so that joints are minimum of 10 ft from sewer line, and 20 ft section pipe sleeve installed on either line, with sleeve sealed at both ends. Water and sewer lines may not share same trench except where they must cross. |
| Nebraska | Location | Depression Containing Stagnant Water |
10 ft. See Department for requirements to obtain written approval for distances between 5-10 ft. |
| Nebraska | Location | Stormwater Way |
10 ft. See Department for requirements to obtain written approval for distances between 5-10 ft. |
| Wyoming | Location | Building, Structures, Overhead Projections |
10 ft., if overhead structure is utility line, adhere to OSHA standards. |
| Vermont | Location | Property Line |
10 ft., increased to 50 ft. when adjacent to agricultural cropland. |
| Nebraska | Location | Frost Proof Hydrant |
10. See Department for requirements to obtain written approval for distances between 5-10 ft. |
| Delaware | Location | Contaminants |
100 feet from identifiable potential or existing sources of contamination. Exceptions are addressed in subsections 5.1.1.2, 5.1.1.3, 5.1.1.4, 5.1.1.5, 5.1.1.6, and 5.1.1.8. The Department requires that all wells be placed the maximum distance possible from lands where federally regulated chemicals have been applied. Pesticides that have been applied in accordance with their respective pesticide product label and are not associated with any known contamination are exempt. |
| Nebraska | Location | Septic Lateral Field |
100 ft (soil absorption system). See Department for requirements to obtain written approval for distances between 50-100ft. |
| Minnesota | Location | Manure Storage Area |
100 ft from solid manure storage area not covered by a roof, safeguarded area used to store agricultural chemicals, or clean or fill ag chemical application equipment protected with safeguards. |
| Minnesota | Location | Wastewater Treatment |
100 ft from tanks, vessels, or components of a wastewater treatment unit. 50 ft from sand filter, peat filter, or constructed wetland. 50 ft for water treatment backwash holding basin, reclaim basin, or surge tank with direct sewer connection. 20 ft from water treatment backwash holding basin, reclaim basin, or surge tank, and associated piping, with a backflow protected sewer connection. |
| Minnesota | Location | Animal Feedlot, Barnyard, Feeding Or Watering Area |
100 ft from unroofed animal feedlot holding >=300 animal units, 50 ft if feedlot holds more than one animal unit. 50 ft from feeding or watering area. 20 ft if feedlot, confinement area, or kennel holds less than 1 animal unit. Distances are doubled to 200, 100, and 40 ft from a sensitive well. A "Sensitive water-supply well" is defined as a water-supply well with less than 50 feet of watertight casing where the casing does not penetrate a confining layer or multiple layers of confining materials with an aggregate thickness of 10 feet or more. |
| Florida | Location | Storage Tanks |
100 ft setback required. |
| New Jersey | Location | Seepage Pit |
100 ft, 150 ft applies to instances where new well is installed in conjunction with new seepage pit system pursuant to N.J.A.C. 7:9A-4.3. |
| Wisconsin | Location | Waste Storage - Underground |
100 ft, either well, drill hole or water system used for underground placement of any waste defined in s. 160.01 (8) |
| Missouri | Location | Cesspools |
100 ft, if well casing is <80 ft in depth and does not encounter at least 10 ft impervious material must be 150 ft. |
| Missouri | Location | Unplugged Abandoned Wells |
100 ft, if well casing is <80 ft in depth and does not encounter at least 10 ft impervious material must be 150 ft. |
| Missouri | Location | Subsurface Disposal Field |
100 ft, if well casing is <80 ft in depth and does not encounter at least 10 ft impervious material must be 150 ft. |
| Wyoming | Location | Disposal Field |
100 ft. |
| West Virginia | Location | Sewage Absorption Fields |
100 ft. |
| West Virginia | Location | Barnyard/Feeding & Watering Areas |
100 ft. |
| Wisconsin | Location | Wastewater Treatment Plant Structure |
100 ft. |
| Wisconsin | Location | Tank - Surface (> 1500 Gal) |
100 ft. |
| Wisconsin | Location | Stormwater Infiltration Basin of System |
100 ft. |
| Wisconsin | Location | Manure Storage Structure -Water-Tight |
100 ft. |
| Wisconsin | Location | Lift Station |
100 ft. |
| Washington | Location | Potential Contaminants |
100 ft. |
| Washington | Location | Drainfield Edge, Reserve Drainfield |
100 ft. |
| Vermont | Location | Up Slope Sewage System Disposal Facilities |
100 ft. |
| Texas | Location | Dry Litter Poultry Facility |
100 ft. |
| South Carolina | Location | Waste Treatment Lagoons |
100 ft. |
| South Carolina | Location | Waste Disposal-Land Application Sites |
100 ft. |
| South Carolina | Location | Pesticide, Petroleum Storage/Handling Sites |
100 ft. |
| South Carolina | Location | Chemical, Herbicide Storage/Handling Sites |
100 ft. |
| Rhode Island | Location | Sewage Disposal Field |
100 ft. |
| Rhode Island | Location | Livestock Pens, Animal Waste Storage Areas |
100 ft. |