Current through March 20, 2024
Authority: IC 13-14-8-7; IC 13-15; IC 13-19-3
Affected: IC 13-20; IC 36-9-30
Sec. 4.
(a) Ground
water monitoring wells and piezometers installed after April 13, 1996, must
comply with the requirements of this section.
(b) The following drilling techniques must be
used to ensure proper ground water monitoring well construction:
(1) The method of drilling a borehole for a
ground water monitoring well or for exploration must be selected to ensure the
following:
(A) Subsurface materials are not
adversely affected.
(B) Ground
water or aquifers are not contaminated or cross-contaminated.
(C) Quality continuous unconsolidated and
consolidated material samples are collected.
(D) Equipment sensitivity allows adequate
determination of an appropriate screen location.
(E) The diameter of the borehole is at least
four (4) inches larger than the diameter of the ground water monitoring well
casing and screen, to allow tremie placement of the filter pack and annular
sealants.
(F) Drill fluids other
than water are to be avoided when possible. However, if fluid additives or
lubricants are unavoidable, those used must be demonstrated to be inert and an
impact statement must be made regarding the potential impact of any liquids
introduced into the borehole on the physical and chemical characteristics of
the subsurface and ground water.
(2) All equipment that will encounter
formation materials must be decontaminated prior to drilling each new
borehole.
(c) Casing and
screen materials must comply with the following:
(1) Casing and screen materials must be
chosen to:
(A) be resistant to corrosion and
degradation in any natural or contaminated environment;
(B) be resistant to physical damage as a
result of installation, usage, and time; and
(C) have minimal effect on ground water
chemistry with respect to the analytes of concern.
(2) The casing sections must be physically
joined and made watertight by:
(A) heat
welding;
(B) threading;
or
(C) force fitting.
(3) The use of solvents, glues, or
other adhesives to join casing sections is prohibited.
(4) For:
(A)
ground water monitoring wells, the casing must be two (2) inches in diameter or
greater; or
(B) piezometers not to
be used for sample collection, the diameter must be one (1) inch or
greater.
(5) Except for
open borehole bedrock ground water monitoring wells, screens are required for
all ground water monitoring wells and piezometers and must include the
following:
(A) The screens must be continuous
slot wire or machine slotted.
(B)
Slot size must retain ninety percent (90%) to one hundred percent (100%) of the
filter pack material.
(C) Screen
lengths must be not less than two (2) feet and not greater than ten (10) feet
unless approved by the commissioner based on site-specific
conditions.
(6) Ground
water monitoring well and piezometer casing and screens must be cleaned prior
to introduction into the borehole to prevent manufacturers' residues and
coatings from contaminating the borehole or aquifer.
(7) Screen and casing must be properly
centered in the borehole prior to filling the annulus.
(d) Procedures for collecting, analyzing, and
storing core samples must comply with the following:
(1) Continuous downhole samples of the
unconsolidated and consolidated materials must be collected in all ground water
monitoring well and piezometer boreholes unless the ground water monitoring
wells or piezometers are replacement monitoring wells or piezometers under
section 1(g)(2)(B) of this rule [of this rule]. For monitoring
well clusters or piezometer clusters, continuous samples must be collected from
the surface to the base of the deepest monitoring well or piezometer; other
monitoring wells or piezometers within the cluster must be sampled at all
significant stratigraphic changes and at the screened interval. Samples must
not be combined into composite samples for classification or testing.
(2) All procedures regarding testing and
sampling must be described to the commissioner in writing.
(3) The owner, operator, or permittee shall:
(A) retain all borehole samples in labeled
containers or labeled core boxes that are securely stored and accessible for a
period of:
(i) seven (7) years after the
samples are collected; or
(ii)
seven (7) years after permit issuance; whichever occurs later;
(B) notify the commissioner, in
writing, of the location of the core sample storage; and
(C) ensure that core samples are available
for inspection, by the commissioner or by a representative of the department,
at all reasonable times or during normal operating hours.
(4) Each significant stratum encountered in
the borehole must have the following analysis performed and testing results
must be identified with respect to sample elevations and borehole:
(A) Complete grain size using the following
techniques:
(i) Sieve.
(ii) Hydrometer.
(B) Cation exchange capacity.
(C) Hydraulic conductivity if the information
in this subsection for that strata is not available to the satisfaction of the
commissioner.
(e) The ground water monitoring well or
piezometer annulus must be filled as follows when drilling is complete:
(1) The annular space from six (6) inches
below the well screen to two (2) feet above the well screen must be filled with
a filter pack consisting of inert sand or gravel and shall comply with the
following:
(A) A uniform grain size must be
chosen to reflect three (3) to five (5) times the average fifty percent (50%)
retained size of the formation material unless this filter pack grain size
would impede adequate flow of ground water into the ground water monitoring
well or piezometer. Should this happen, a filter pack grain size shall be used
that allows ground water flow into the monitoring well or piezometer and
prevents as much silt infiltration as possible.
(B) Natural material may be an acceptable
constituent of the filter pack if slump is unavoidable.
(C) The filter pack in a bedrock monitoring
well or piezometer is optional. However, if used, the filter pack must be of a
nonreactive coarse sand or gravel.
(D) The upper one (1) to two (2) feet of the
filter pack must be of fine, inert sand to prevent infiltration of seal
materials.
(E) The filter pack must
be emplaced without bridging, preferably by tremie pipe, or other methods as
approved by the commissioner to ensure the integrity of the filter
pack.
(2) A bentonite
seal of at least three (3) feet must be emplaced by tremie pipe in the annular
space directly above the filter pack.
(3) The annular space from the bentonite seal
to one (1) foot below the frost line must be tremied with a grout of bentonite,
cement/bentonite, or other shrinkage-compensated, low permeability fill and
shall include the following:
(A) All bentonite
and cements must be mixed to the manufacturer's specifications.
(B) Full hydration, curing, or setting of the
bentonite seal must occur prior to further backfilling as required by this
subdivision.
(4) A
surface seal of neat cement or concrete must be installed in the remaining
borehole annular space above the intermediate fill, including the following:
(A) The apron of the surface seal must be
designed to prevent ponding and infiltration by extending at least two and
five-tenths (2.5) feet from the ground water monitoring well casing.
(B) The apron must slope at least fifteen
(15) degrees outward.
(C) A locking
protective metal casing must be installed around the ground water monitoring
well casing and be anchored below the frost line in the surface seal.
(D) A vent hole or vented cap must be placed
at the top of the ground water monitoring well or piezometer casing to allow
accurate piezometric variation and to prevent gas build-up.
(E) The annular space between the ground
water monitoring well casing and the protective metal casing must be neat
cement filled to a level at least one (1) inch higher than that of the
surrounding apron.
(F) A drainage
hole must be drilled in the protective metal casing immediately above the
cement fill specified in clause (E).
(G) The remaining annular space between the
ground water monitoring well casing and the protective metal casing must be
filled with a fine gravel.
(H) A
weather resistant lock must be dedicated to the ground water monitoring well
and must be serviced twice a year and when the ground water monitoring well is
sampled.
(I) A permanent unique
identification must be affixed to each ground water monitoring well and the
identification must be visible.
(J)
Three (3) foot bumper guards or other suitable protection may be required by
the commissioner to prevent vehicular traffic from damaging the protective
metal casing.
(f) The permittee shall provide ten (10)
days' advance notification to the department of the date and time of the
installation of the monitoring wells or piezometers.
(g) Development of ground water monitoring
wells must occur as soon as possible after the seal and grout have set and must
conform with the following:
(1) All ground
water monitoring wells must be developed in such a way as to:
(A) allow free entry of formation
water;
(B) minimize turbidity of
the sample; and
(C) minimize
clogging of the monitoring wells.
(2) Development methods chosen must be
appropriate for the stratigraphic conditions.
(3) An in situ hydraulic conductivity test
must be performed after the ground water monitoring well has been properly
developed.
(h)
Diagrammatical borehole drilling logs for all ground water monitoring wells and
piezometers must be of similar scale and include the following information:
(1) The monitoring well or piezometer and
borehole identification.
(2) The
date of drilling.
(3) The method of
drilling.
(4) The borehole
diameter.
(5) The method of
obtaining consolidated material and unconsolidated material.
(6) The type of any drill fluids, fluid
additives, or lubricants other than water that have been used.
(7) Penetration measurements, such as hammer
blow counts, penetrometer measurements, or other acceptable penetration
measurements.
(8) The sample
recovery measured to the nearest one-tenth (0.1) foot.
(9) Consolidated material and unconsolidated
material field descriptions, including the following information:
(A) Lithology and sedimentology.
(B) Mineralogy.
(C) Degree of cementation.
(D) Degree of moisture.
(E) Color as referenced from soil color
charts such as the Munsell soil charts.
(F) Grain size and textural classification of
unconsolidated samples as referenced from the United States Department of
Agriculture (USDA) textural classification charts. Grain-size divisions shall
be based on a modified form of the Wentworth grain-size scale defined under
329 IAC
10-2-206.3. A determination shall be made of the
percentage and grades of coarse fragments greater than two (2) millimeters in
size based on
329 IAC
10-2-206.3 in addition to the USDA textural
classification. Consolidated samples must be described using accepted
geological classification systems and nomenclature. A clear description of the
classification system used must be included with the logs.
(G) Any other physical characteristics of the
consolidated material and unconsolidated material such as scent, staining,
fracturing, and solution features.
(H) The percent recovery and rock quality
designation.
(I) Other primary or
secondary features.
(J) Drilling
observations and appropriate details required for unconsolidated drilling
logs.
(K) A clear photograph of all
consolidated cores, labelled with:
(i) the
date the photograph was taken;
(ii)
the sample interval;
(iii) the
reference scale;
(iv) the reference
color scale; and
(v) the
identification of the borehole.
(L) Interval of continuous samples and
unconsolidated material test data.
(10) Distance to and depth of any water
bearing zones, measured to the nearest one-hundredth (0.01) foot.
(11) Static water elevations measured to the
nearest one-hundredth (0.01) foot and indicating the dates and times the
measurements were taken.
(12) The
elevation of permanent monitoring wells or piezometers at the ground surface to
the nearest one-tenth (0.1) foot, with the referenced measuring mark measured
to the nearest one-hundredth (0.01) foot relative to the National Geodetic
Vertical Datum.
(13) The horizontal
location of permanent monitoring wells or piezometers measured to the nearest
thirty (30) cm using Universal Transverse Mercator (UTM) coordinates.
(14) Total borehole depth and elevation
measured to the nearest one-hundredth (0.01) foot.
(15) Elevation range of screened interval
measured to the nearest one-hundredth (0.01) foot.
(i) The construction details and diagrams of
all pertinent ground water monitoring wells must be recorded on logs and
include the following information:
(1) The
monitoring well identification and UTM coordinates as described under
subsection (h)(13).
(2) The
composition of monitoring well and protective casing materials.
(3) The type of joints and couplings between
monitoring well casing segments.
(4) The elevations of the ground surface to
the nearest one-tenth (0.1) foot and of the referenced measuring mark at the
top of the monitoring well casing measured to the nearest one-hundredth (0.01)
foot relative to the National Geodetic Vertical Datum.
(5) The diameter of monitoring well casing
and borehole.
(6) The elevation of
the bottom of the borehole and the depth of the borehole measured to the
nearest one-hundredth (0.01) foot.
(7) The screen slot size.
(8) The elevation range of the screened
interval measured to the nearest one-hundredth (0.01) foot.
(9) The screen length measured to the nearest
one-hundredth (0.01) foot.
(10)
Methods of installation of the annular fill.
(11) The elevation range and the depth of the
filter pack measured to the nearest one-hundredth (0.01) foot.
(12) The length of the filter pack.
(13) The grain size and composition of all
filter pack materials and the fifty percent (50%) retained size of the
formation material when used to determine the grain size of the filter pack
materials.
(14) The elevation and
depth range of the bentonite seal above the filter pack measured to the nearest
one-hundredth (0.01) foot.
(15)
The thickness of the bentonite seal above the filter pack.
(16) The composition of annular
fill.
(17) The elevation range,
depth range, and thickness of annular fill measured to the nearest
one-hundredth (0.01) foot.
(18) The
composition and design of the surface seal.
(19) The design and composition of materials
used for the protection of the monitoring well casing.
(j) The construction details and diagram of
each piezometer must be recorded on logs and include the following:
(1) Piezometer identification number and UTM
coordinates.
(2) Elevation of the
top of the piezometer casing.
(3)
Height of piezometer casing above the ground.
(4) Elevation of the ground
surface.
(5) Elevation and depth to
the bottom of the borehole.
(6)
Diameter of piezometer casing and borehole.
(7) Elevation and depth to the bottom and top
of the piezometer screen.
(8)
Length of piezometer casing.
(9)
Composition of piezometer casing materials and piezometer screen
material.
(10) Length of piezometer
screen.
(11) Screen slot
size.
(12) Type of joints or
couplings, or both, between casing segments.
(13) Elevation and depth to the top and
bottom of the gravel filter pack surrounding the piezometer screen.
(14) Length of the gravel filter
pack.
(15) Elevation and depth of
the bottom of the piezometer casing.
(16) Elevation and depth of the top and
bottom of the seal above the gravel filter pack.
(17) The grain size and composition of all
filter pack materials and the fifty percent (50%) retained size of the
formation material when used to determine the grain size of the filter pack
materials.
(18) Thickness of the
seal above the gravel filter pack.
(19) Elevation and depth of the annular seal
above the gravel filter pack seal.
(20) Thickness of the annular seal.
(21) Material used for the annular
seal.
(22) Method of installation
of the annular seal.
(23) The
composition and design of the surface seal.