Current through Register Vol. 30, No. 38, September 20, 2024
A. A 2.01 General Permit allows for a drywell
that drains an area where hazardous substances are used, stored, loaded, or
treated.
B. Notice of Intent to
Discharge. In addition to the requirements in
R18-9-A301(B),
an applicant shall submit:
1. The Department
registration number for the drywell or documentation that a drywell
registration form was submitted to the Department;
2. For a drywell constructed more than 90
days before submitting the Notice of Intent to Discharge to the Department, a
certification signed, dated, and sealed by an Arizona-registered professional
engineer or geologist that a site investigation has concluded that:
a. Analytical results from sampling the
drywell settling chamber sediment for pollutants reasonably expected to be
present do not exceed either the residential soil remediation levels or the
groundwater protection levels;
b.
The settling chamber does not contain sediments that could be used to
characterize and compare results to soil remediation levels and the chamber has
not been cleaned out within the last six months;
c. Neither a soil remediation level nor
groundwater protection level is exceeded in soil samples collected from a
boring drilled within 5 feet of the drywell and sampled in 5-foot increments
starting from 5 feet below ground surface and extending to 10 feet below the
base of the drywell injection pipe; or
d. If coarse grained lithology prevents the
collection of representative soil samples in a soil boring, a groundwater
investigation demonstrates compliance with Aquifer Water Quality Standards in
groundwater at the applicable point of compliance;
3. Design information to demonstrate that the
requirements in subsection (C) are satisfied; and
4. A copy of the Best Management Practices
Plan described in subsection (D)(5).
C. Design requirements. An applicant shall:
1. Locate the drywell no closer than 100 feet
from a water supply well and 20 feet from an underground storage
tank;
2. Clearly mark the drywell
"Stormwater Only" on the surface grate or manhole cover;
3. Locate the bottom of the drywell hole at
least 10 feet above groundwater. If during drilling and well installation the
drywell borehole encounters saturated conditions, the applicant shall backfill
the borehole with cement grout to at least 10 feet above the elevation of
saturated conditions before constructing the drywell in the borehole;
4. Ensure that the drywell design or drainage
area design includes a method to remove, intercept, or collect pollutants that
may be present at the operation with the potential to reach the drywell. The
applicant may include a flow control or pretreatment device, such as an
interceptor, sump, or another device or structure designed to remove,
intercept, or collect pollutants. The applicant may use flow control or
pretreatment devices listed under R18-9-C304(D)(1) or (2) to satisfy the design
requirements of this subsection;
5.
Record the accurate latitude and longitude of the drywell using a Global
Positioning System device or site survey; and
6. Develop and maintain a current site plan
showing the location of the drywell, the latitude and longitude coordinates of
the drywell, surface drainage patterns, the location of floor drains and French
drains plumbed to the drywell, water supply wells, monitor wells, underground
storage tanks, and chemical and waste usage, storage, loading, and treatment
areas.
D. Operational
and maintenance requirements.
1. A permittee
shall operate the drywell only for the disposal of stormwater. The permittee
shall not release industrial process waters or wastes in the drywell or drywell
retention basin drainage area.
2.
The permittee shall implement a Best Management Practices Plan for operation of
the drywell and control of pollutants in the drywell drainage area.
3. The permittee shall keep the Best
Management Practices Plan on-site or at the closest practical place of work and
provide the plan to the Department upon request.
4. The permittee may substitute any Spill
Prevention Containment and Control Plan, facility response plan, or an AZPDES
Stormwater Pollution Prevention Plan that meets the requirements of this
subsection for a Best Management Practices Plan. If the permittee submits a
substitute for the Best Management Practices Plan, the permittee shall identify
the conditions within the substitute plan that satisfy the requirements of
subsection (D).
5. The Best
Management Practices Plan shall include:
a. A
site plan showing surface drainage patterns and the location of floor drains,
water supply, monitor wells, underground storage tanks, and chemical and waste
usage, storage, loading, and treatment areas. The site plan shall show surface
grading details designed to prevent drainage and spills of hazardous substances
from leaving the drainage area and entering the drywell;
b. A design plan showing details of drywell
design and drainage design, including flow control or pretreatment devices,
such as interceptors, sumps, and other devices and structures designed to
remove, intercept, and collect any pollutant that may be present at the
operation with the potential to reach the drywell;
c. Procedures to prevent and contain spills
and minimize discharges to the drywell;
d. Operational practices that include routine
inspection and maintenance of the drywell and associated pretreatment and
flow-control devices, periodic inspection of waste storage facilities, and
proper handling of hazardous substances to prevent discharges to the drywell.
Routine inspection and maintenance shall include:
i. Replacing the adsorbent material in the
skimmers, if installed, when the adsorbent capacity is reached;
ii. Maintaining valves and associated piping
for a drywell injection and treatment system;
iii. Maintaining magnetic caps and mats, if
installed;
iv. Removing sludge from
the oil/water separator, if installed, and replacing the filtration or
adsorption material to maintain treatment capacity;
v. Removing sediment from the catch basin
inlet filters and retention basin to maintain required storage capacity;
and
e. Procedures for
periodic employee training on practices required by the Best Management
Practices Plan specific to the drywell and prevention of unauthorized
discharges.
6. The
permittee shall implement waste management practices to prohibit and prevent
discharges, other than those exempted in A.R.S. §
49-250(B)(23),
in the drywell drainage area, including:
a.
Maintaining an up-to-date inventory of generated wastes and waste
products;
b. Disposing or recycling
all wastes or solvents through a company licensed to handle the
material;
c. Where possible,
collecting and storing waste in waste receptacles located outside the drywell
drainage area. If the permittee collects and stores the waste within the
drywell drainage area, the permittee shall collect and store the waste in
properly designed receptacles; and
d. Using a licensed waste hauler to transport
waste off-site to a permitted waste disposal facility.
E. Inspection. A permittee shall:
1. Conduct an annual inspection of the
drywell for sediment accumulation in the chambers and the flow-control and
treatment systems, and remove sediment annually or when 25 percent of the
effective capacity is filled, whichever comes first, to restore capacity and
ensure that the drywell functions properly. The permittee shall characterize
the sediments that are removed from the drywell after inspection and dispose of
the sediments according to local, state, and federal requirements;
and
2. If the stormwater fails to
drain through the drywell within 36 hours, inspect the treatment system and
piping to ensure that the treatment system is functioning properly, make
repairs, and perform maintenance as needed to restore proper
function.
F.
Recordkeeping. A permittee shall maintain for at least 10 years, the following
documents on-site or at the closest place of work and make the documents
available to the Department upon request:
1.
Documentation of drywell maintenance, inspections, employee training, and
sampling activities;
2. A site plan
showing the location of the drywell, the latitude and longitude coordinates of
the drywell, surface drainage patterns and the location of floor drains or
French drains that are plumbed to the drywell or are used to alter drainage
patterns, the location of water supply wells, monitor wells, underground
storage tanks, and places where hazardous substances are used, stored, or
loaded;
3. A design plan showing
details of drywell design and drainage design, including any flow control and
pretreatment technologies;
4. An
operations and maintenance manual that includes:
a. Procedures to prevent and contain spills
and minimize any discharge to the drywell and a list of actions and methods
proposed to prevent and contain hazardous substance spills or leaks;
b. Methods and procedures for inspection,
operation, and maintenance activities;
c. Procedures for spill response;
and
d. A description of the
employee training program for drywell inspections, operations, maintenance, and
waste management practices;
5. Drywell sediment waste characteristics and
disposal manifest records for sediments removed during routine inspections and
maintenance activities; and
6.
Sampling plans, certified laboratory reports, and chain of custody forms for
soil, sediment, and groundwater sampling associated with drywell site
investigations.
G.
Spills.
1. In the event of a spill, the
permittee shall:
a. Notify the Department
within 24 hours of any spill of hazardous or toxic substance that enters the
drywell inlet;
b. Contain, clean
up, and dispose of, according to local, state, and federal requirements, any
spill or leak of a hazardous substance in the drywell drainage area and basin
drainage area;
c. If a pretreatment
system is present, verify that treatment capacity has not been exceeded;
and
d. If the spill reaches the
drywell injection pipe, drill a soil boring within 5 feet of the drywell inlet
chamber and sample the soil in 5-foot increments from 5 feet below ground
surface to a depth extending at least 10 feet below the base of the injection
pipe to determine whether a soil remediation level or groundwater protection
level has been exceeded in the subsurface. The permittee shall:
i. Submit the results to the Department
within 60 days of the date of the spill; and
ii. Notify the Department if soil
contamination at the facility, not related to the spill, is being addressed by
an existing approved remedial action plan.
2. Based on the results of subsection
(G)(1)(d), the Director may require the permittee to submit an application for
clean closure or an individual Aquifer Protection Permit.
H. Closure and decommissioning requirements.
1. A permittee shall:
a. Retain a drywell drilling contractor,
licensed under 4 A.A.C. 9, to close the drywell;
b. Remove sediments and any drainage
component, such as standpipes and screens from the drywell's settling chamber
and backfill the injection pipe with cement grout;
c. Remove the settling chamber;
d. Backfill the settling chamber excavation
to the land surface with clean silt, clay, or engineered material. Materials
containing hazardous substances are prohibited from use in backfilling the
drywell; and
e. Mechanically
compact the backfill.
2.
Within 30 days of closure and decommissioning, the permittee shall submit a
written verification to the Department that all material that contributed to a
discharge has been removed and any reasonable probability of further discharge
from the facility and of exceeding any Aquifer Water Quality Standard at the
applicable point of compliance has been eliminated to the greatest degree
practical. The written verification shall specify:
a. The reason for the closure;
b. The drywell registration number;
c. The general permit reference
number;
d. The materials and
methods used to close the drywell;
e. The name of the contractor who performed
the closure;
f. The completion
date;
g. Any sampling
data;
h. Sump construction details,
if a sump was constructed to replace the abandoned drywell; and
i. Any other information necessary to verify
that closure has been achieved.