Ariz. Admin. Code § R18-2-708 - Standards of Performance for Existing Asphalt Concrete Plants
A. Fixed asphalt
concrete plants and portable asphalt concrete plants shall meet the standards
set forth in this Section.
B. No
person shall cause, allow or permit the discharge of particulate matter into
the atmosphere in any one hour from any existing asphalt concrete plant in
total quantities in excess of the amounts calculated by one of the following
equations:
1. For process sources having a
process weight rate of 60,000 pounds per hour (30 tons per hour) or less, the
maximum allowable emissions shall be determined by the following equation:
E = 4.10P0.67
where:
E = the maximum allowable particulate emission rate in pounds-mass per hour.
P = the process weight rate in tons-mass per hour.
2. For process sources
having a process weight rate greater than 60,000 pounds per hour (30 tons per
hour), the maximum allowable emissions shall be determined by the following
equation:
E = 55.0P0.11 -40
where "E" and "P" are defined as indicated in subsection (B)(1).
C. Actual values shall be
calculated from the applicable equations and rounded off to two decimal
places.
D. For purposes of this
Section, the total process weight from all similar units employing a similar
type process shall be used in determining the maximum allowable emission of
particulate matter.
E. Liquid fuel
containing greater than 0.9% sulfur by weight shall not be utilized for asphalt
concrete plants subject to this Section.
F. Solid fuel containing greater than 0.5%
sulfur by weight shall not be utilized for asphalt concrete plants subject to
this Section.
G. The test methods
and procedures required under this Section are:
1. The referenced methods given in 40 CFR 60,
Appendix A, as incorporated by reference in Appendix 2 of this Chapter, shall
be used to determine compliance with the standards prescribed in subsection
(B).
a. Method 5 for the concentration of
particulate matter and the associated moisture content,
b. Method 1 for sample and velocity
traverses,
c. Method 2 for velocity
and volumetric flow rate,
d. Method
3 for gas analysis.
2.
For Method 5, the sampling time for each run shall be at least 60 minutes and
the sampling rate shall be at least 0.9 dscm/hr (0.53 dscf/min) except that
shorter sampling times, when necessitated by process variables or other
factors, may be approved by the Director.
3. Percent sulfur in liquid fuel shall be
determined by ASTM method D-129-91 (Test Method for Sulfur in Petroleum
Products) (General Bomb Method), and the percent sulfur in solid fuel shall be
determined by ASTM method D-3177-89 (Test Method for Total Sulfur in the
Analysis Sample of Coal and Coke).
Notes
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