Current through Register Vol. 30, No. 38, September 20, 2024
A. A 3.07 General Permit allows constructed
wetlands that receive with the intent to treat, discharges of reclaimed water
that meet the secondary treatment level requirements specified in
R18-9-B204(B)(1).
B. Notice of Intent to Discharge. In addition
to the Notice of Intent to Discharge requirements specified in
R18-9-A301(B),
an applicant shall submit:
1. The name and
individual permit number of any facility that provides the reclaimed water to
the treatment wetland;
2. The name
and individual permit number of any facility that receives water released from
the treatment wetland;
3. The
design of the treatment wetland construction and management project, including
information on the quality of the influent, the treatment process, and the
expected quality of the wastewater;
4. A Best Management Practices Plan that
includes:
a. A site plan showing the treatment
wetland footprint, point of inflow, stormwater drainage, and placement of
vegetation;
b. A contingency plan
to address any problem, including treatment performance, wash-out, and
vegetation die-off;
c. A management
plan for flows into and through the treatment wetland to minimize erosion and
damage to vegetation;
d. A
description of the measures for restricting access to the treatment wetlands by
the public;
e. A management plan
for vector control; and
f. A plan
or criteria for enhancing or supplementing treatment wetland
vegetation.
C. Design requirements. An applicant shall:
1. Release water from the treatment wetland
under an individual permit and an AZPDES permit, if required. The applicant
shall release water from the treatment wetland only to a direct reuse site if
the site is permitted to receive reclaimed water of the quality generated under
the individual permit specified in subsection (B)(1);
2. Construct and locate the treatment wetland
so that it:
a. Maintains physical integrity
during a 100-year, 24-hour storm event; and
b. Operates properly during a 25-year,
24-hour storm event;
3.
Ensure that the bottom of the treatment wetland is at least 20 feet above the
seasonal high groundwater table;
4.
Maintain a minimum horizontal separation of 100 feet between a water supply
well and the maximum wetted area of the treatment wetland;
5. Maintain the setbacks specified in
R18-9-B201(I)
for no noise, odor, or aesthetic controls between the property boundary at the
site and the maximum wetted area of the treatment wetland;
6. Fence the treatment wetland area to
prevent unauthorized access;
7.
Post signs at points of access stating "CAUTION. THESE WETLANDS CONTAIN
RECLAIMED WATER, DO NOT DRINK." The applicant shall ensure that the signs are
in English and Spanish, or in English with inclusion of the international "do
not drink" symbol;
8. Construct the
treatment wetland with a liner using low hydraulic conductivity liner,
site-specific liner, or both, to achieve a calculated seepage rate of less than
550 gallons per acre per day. The applicant shall:
a. Ensure that if a synthetic liner is used,
such as geomembrane, the liner is underlain by at least 6 inches of prepared
and compacted subgrade;
b. Anchor
the liner along the perimeter of the treatment wetland; and
c. Manage the plants in the treatment wetland
to prevent species with root penetration that impairs liner
performance;
9.
Calculate the size and depth of the treatment wetland so that the rate of flow
allows adequate treatment detention time. The applicant shall design the
treatment wetland with at least two parallel treatment cells to allow for
efficient system operation and maintenance;
10. Ensure that the treatment wetland
vegetation includes cattails, bulrush, common reed, or other species of plants
with high pollutant treatment potential to achieve the intended water quality
identified in subsection (B)(3); and
11. Ensure that construction and operation of
the treatment wetlands is consistent with local zoning and land use
requirements.
D.
Operational requirements. The permittee shall:
1. Implement the Best Management Practices
Plan approved under subsection (B);
2. Monitor wastewater leaving the treatment
wetland to ensure that discharge water quality meets the expected wastewater
quality specified in subsection (B)(3). The permittee shall ensure that
analyses of wastewater samples are conducted by a laboratory certified by the
Department of Health Services, following the Department's Quality
Assurance/Quality Control requirements;
3. Follow the prescribed measures as required
in the contingency plan under subsection (B)(4)(b) and submit a written report
to the Department within five days if verification sampling demonstrates that
an alert level or discharge limit is exceeded;
4. Inspect the treatment wetlands at least
quarterly for bank and liner integrity, erosion evidence, and condition of
signage and vegetation, and correct any problem discovered; and
5. Ensure that the treatment wetland is
operated by a certified operator under 18 A.A.C. 5, Article 1.
E. Recordkeeping. A permittee
shall maintain the following information for at least 10 years and make it
available to the Department upon request:
1.
Construction drawings and as-built plans, if available; and
2. A log book or similar documentation to
record inspection results, repair and maintenance activities, monitoring
results, and facility closure.
F. Reporting requirements. The permittee
shall, by January 30, provide the Department in writing with an annual
assessment of the biological condition of the treatment wetland including the
volume of inflow to the treatment wetland in the past year.