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New-State Well Codes

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.

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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:
a. Type I and IV wells with less than twenty feet of casing
b. Type I wells where fractured rock is at the surface
c. Type II or III wells with no confining layers between the screened zone(s) and the ground surface
d. Type IV wells where no confining layers overlie the open-hole limestone or the limestone is at shallow depth
e. Type V wells because they are under water-table conditions"

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;
(b) have sufficient diameter to provide adequate specific capacity and low aperture entrance velocity. The entrance velocity should not exceed 0.1 feet per second;
(c) be installed so that the pumping water level remains above the screen under all operating conditions;
(d) where applicable, be designed and installed to permit removal or replacement without adversely affecting watertight construction of the well;
(e) be provided with a bottom plate or washdown bottom fitting of the same material as the screen; and
(f) be reviewed and approved by the Secretary before installation. "

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
temporarily abandoned"

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.
(b) Gravel pack shall be placed in one uniform continuous operation. (c) Gravel refill pipes, when used, shall be Schedule 40 steel pipe incorporated within the pump foundation and terminated with screwed or welded caps at least 12 inches above the pump house floor or concrete apron.
(d) Gravel refill pipes located in the grouted annular opening shall be surrounded by a minimum of 1 ½ inches of grout.
(e) Protection from leakage of grout or fine grained formation materials into the
gravel pack or screen shall be provided for.
(f) Permanent casings shall meet requirements of Subpart 12.4.10.
(g) Minimum casing and grouted depth shall be acceptable to the Secretary

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:
(a) within a domestic well management area;
(b) when a metering requirement is imposed by the courts;
(c) for drinking and sanitary domestic use that is incidental to the operations of a governmental, commercial, or non-profit facility;
(d) for multiple households domestic use;
(e) as a supplemental 72-12-1.1 well; the 72-12-1.1 domestic well being supplemented shall also require a meter; and
(f) as a multiple use well such that the diversion of water for domestic use is separately metered.
(2) The state engineer may require a meter on a new 72-12-1.1 domestic well:
(a) permitted for single household domestic use;
(b) permitted to accompany a residence or other dwelling constructed for sale;
(c) as a condition of a permit to repair or deepen a 72-12-1.1 domestic well;
(d) as a condition of a permit to amend the type of domestic use of a 72-12-1.1 domestic well permit; or
(e) as a condition of a permit to transfer a valid, existing water right to a 72-12-1.1 domestic well permit in accordance with subsection E of 19.27.5.14 NMAC.

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.

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