Wellhead Protection
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Mississippi depends
on groundwater for its water resources. More than 71,000 wells are
in the state – 47,000
are private, 3,400 are community water systems, and 13,000 are irrigation/aquaculture
wells.
Because of the importance
of groundwater to Mississippi, protecting the underground water supplies,
or aquifers, is critically important.
Wellhead protection, or
well protection, is also important to all well owners in the state.
Proper construction
of wells is only one aspect of groundwater protection that is monitored and
should be insisted on by the public. The Mississippi Department
of Environmental Quality (MDEQ) and the Mississippi State Department of Health
(MSDH) regulate construction of many types of wells in the state. MDEQ regulates
wells that are not used for drinking water supplies, while MSDH regulates wells,
public and private, that supply drinking water. Additional standards apply
for other types of wells, including municipal supply wells.
The following
general regulations and guidelines govern the correct construction
of wells in Mississippi. For more complete information, contact the
appropriate
regulatory agency listed on the back cover.
 Regulations/Guidelines
- End the well casing above the 100-year flood level. However, if flood
levels around the well routinely exceed a reasonable height for an
extended casing, the well must be protected against floodwaters entering
the casing.
- Protect all wells from contaminants. If the casing is not covered
with a continuous recorder box or pump housing, it must have a locked,
overlapping cover to keep contaminants from getting into the well.
- Fill the space between the drilled hole and the casing pipe
with a nonpermeable material called grout (see number 8). All
wells located within 100 feet of a potential pollution source (for
example, sewers, septic tanks, landfills, waste piles, and other
pollution sources) must be grouted. The grout must be from a depth
of at least 50 feet below the land surface, except as specified in
number 7 below. For private wells, the MSDH requires only 10 feet
of cement grout below the land surface.
The MSDH also requires a 4-inch slab to be poured, starting at the edge of the
casing pipe and extending 2 feet to the edge of the slab. The grout and the slab
need to be a continuous pour of concrete without any joints to prevent leakage.
In addition, a 50-foot spacing is required between the well and a septic tank,
aerobic treatment plant, sewage-holding tank, animal-holding pen with a concrete
floor, and a nonpotable (nondrinking) well.
There is also a 100-foot spacing requirement between the well and a subsurface
injection field, the edge of surface discharge effluent, pesticide or fertilizer
storage, and manure storage.
- Any wells located within one-quarter mile (horizontally) of a known
existing area of contaminated aquifer must be grouted from the top
of the filter pack or sealed to the surface (except as specified in
number 7).
- Wells serving public water supply systems must be grouted from the
top of the filter pack or sealed to the ground surface.
- Monitoring wells must be grouted from the top of the filter
pack or sealed to the surface, unless alternate construction is mandated
by the applicable regulatory program. Other specifics of monitoring
well construction must follow the requirements of the applicable regulatory
program or accepted professional practices.
- For continuous lengths of grout not separated by multiple
screens, introduce grout in one continuous operation from the top
of the filter
pack or seal to the surface. A staged grouting operation may be used
for deep wells, provided the completed grout is continuous from the
top of the filter pack or sealed to the surface.
- Grout on all holes should be comprised of neat cement, cement
grout, cement-bentonite mixture (5-8 percent bentonite), or bentonite. Other
ratios of cement/bentonite may be used for specific applications; all
or most of the upper 25 feet of the well must be grouted with one of
the previously listed grouts. Use pure bentonite grout as a surface
seal only when the annular space is grouted to a depth of at least
25 feet. Bentonite pellets may be added under free-fall conditions
for depths not exceeding 25 feet. Granulated or pelleted bentonite
may be placed to greater depths if introduced through a tremie pipe.
Free-fall addition of other types of grout from the surface is prohibited.
- Chlorinate all drilling and development water used in the
construction. If the water is obtained from a local public water supply distribution
system, it need not have additional chlorine added, except that which
is necessary to properly disinfect the well, supply lines, and storage
tank.
- Use metal casing in all wells (regardless of size) drilled
through or into aquifers containing chloride concentrations in excess
of 250
milligrams per liter and/or total dissolved solids (TDS) concentrations
in excess of 1,000 milligrams per liter. In addition, all such wells
will be completed using only the casing method of grouting (Halliburton
Method) to thoroughly grout the open space from the bottom of the casing
to ground surface. These requirements may be waived if water from such
wells will be beneficially used for domestic, municipal, or water association
supply, and it can be shown that conditions detrimental to the freshwater
aquifers will not result from construction or use of such wells.

Plugging Abandoned Wells The
procedures for plugging or sealing an abandoned well may vary depending
on the
location
in the state. Following
are
general requirements
for
plugging an
abandoned well in Mississippi. For more
specific information, refer to Extension Publication
1994 Plugging Abandoned
Wells available
at your
county Extension
office. To find out if you qualify for
financial assistance to plug an abandoned well, contact
the Natural Resources
Conservation Service
or
Farm Services
Agency office in your county.
- Grout should consist of neat cement, cement grout, cement-bentonite
mixture (5-8 percent bentonite), or bentonite. Bentonite pellets
may be added under free-fall conditions for depths not exceeding
25 feet if pellets are tamped into place after addition. Granulated
or pelleted bentonite may be placed to greater depths if introduced
through a tremie pipe. Free-fall addition of other types of grout
from the surface is prohibited.
- Remove obstructions from the well casing.
- Pull or ream the casing. If the casing cannot be removed, pierce
holes in it, unless the annular space was grouted during construction.
Grout is forced into the annular space under pressure during the
sealing operation. In farming areas, cut off the casing a minimum
of 3 feet below land surface. After plugging, fill the excavation
with compacted soil. In other areas, cut off the casing at or below
the ground surface.
- Seal abandoned wells or holes from the bottom of the hole
to the ground surface. Use grout as described in number 1 of this section.
Proper Well
Location/Maintenance 
Proper well
construction is not the only precaution to take when
installing
a
well. Selecting a good
site is
also important.
Choose
well-drained
areas where
the water runs away from the
well site and not toward it. Keep the
site location
a safe
distance
away from
septic
tank fields,
livestock
and
livestock confinements,
chemical storage, or any other
potentially hazardous area on
the same property
(or adjacent property). Keep
the well house maintained and free of any chemicals, paints,
fuels,
or other
potentially
hazardous materials
that could
accidentally leak
on the ground
at
the well location.
Use an anti-siphon
device or back-flow prevention to prevent
contamination
when using a water
supply or
well for chemical
mixing and application.
Use a check
valve or vacuum breaker valve
when a well is used to fill
chemical tanks or
bottles.
Do
not leave
the hose
or fill
device in the
container. The
hose should
be at
the top of the container,
so if
the water supply shuts off
for some reason,
the
hose will not
back-siphon into the water
supply
system.
Chemical-filling
practices
should take place at the
point of
use (not the filling location)
so the chemicals being
handled are not near the
well site. This practice prevents
accidental
spills that could eventually
leach into the well casing
or gravel
pack and enter the
groundwater supply. Using
common sense
is the best way to prevent
a potentially dangerous
situation
at a well
site.
Swimming pools and
lawn irrigation
systems also may require
back-flow prevention.
Consult your local building
codes for any requirements.
Contamination
of groundwater could be a life-threatening
situation if it is
not
detected soon enough.
Many chemicals at low doses
don't have
a distinct
taste
or smell, making the chemical
difficult
to detect and extremely
dangerous. These products
include
household
chemicals and
agricultural and industrial
chemicals.
In recent years, many shallow
wells in Mississippi have
been tested
for pesticides.
Only isolated
instances of
pesticide
contamination
have been
reported, and
almost all detections have
been levels below the minimum
level
required for reporting. The
best way to keep water
supplies as
contaminant-free
as possible is to construct
a well properly and develop
good maintenance and
protection habits.
For more information
on well regulations, contact a certified well driller in your area or one
of the following agencies:
Your local office
of the Mississippi State University Extension Service
Mississippi Department
of Environmental Quality
Office of Land and Water Resources
P. O. Box 10631
Jackson, MS 39289-0631
(601) 961-5200
Mississippi State
Department of Health
P. O. Box 1700
Jackson, MS 39215-1700
(601) 576-7689
This publication
was funded in part by USDA-CSREES agreement number 00-51130-9752 through
the Texas Agricultural Extension Service,
and in cooperation with the
Mississippi Department of Environmental Quality and the Mississippi
State Department of Health.
This document may
be copied and distributed for nonprofit educational purposes provided
that credit is given to
the Mississippi State
University Extension
Service.
By James G. Thomas,
Leader--Extension Agricultural Engineering and Dr. Jimmy Bonner,
Associate Specialist, Extension Agricultural Engineering.
Mississippi
State University does not discriminate on the basis of race, color,
religion, national origin, sex, age, disability, or veteran status.
Publication 1815
Extension Service of Mississippi
State University, cooperating with U.S.
Department of Agriculture. Published in furtherance of Acts of
Congress, May 8 and June 30, 1914. Joe H. McGilberry, Director
(rev-500-3-03)
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