ORDERS:
FINAL ORDER AND DECISION
STATEMENT OF THE CASE
This matter is before the
Administrative Law Court (“ALC”) for a final order and decision following a
contested case hearing pursuant to S.C. Code Ann. § 44-1-60 (Supp. 2007) and
S.C. Code Ann. § 1-23-600(A) (as amended by 2008 S.C. Act No. 334). Petitioners Pee Dee Indian Nation of Upper
South Carolina, Carolyn Chavis Bolton, William Heustess, Monroe Heustess,
Richard M. Plummer, Jr., and Nick T. McColl (collectively “Petitioners”)
challenge the decision of the South Carolina Department of Health and
Environmental Control (“Department”) to grant an animal feeding operation
permit #19118-AG (“permit”) to Ryan Coleman (“Coleman”) for the operation of a contract
hog farm.
The Petitioners are landowners
who own real property adjacent to or close to the proposed site, as well as residents
and users of natural resources in Dillon County. They argue that the permit
should be denied based assertions that the proposed swine facility violates
numerous procedural and substantive provisions of DHEC Regulation 61-43,
“Standards for the Permitting of Agricultural Animal Facilities,” Part 100,
“Swine Facilities,” regarding facility location and design requirements.
After notice to the parties, the
court held a hearing on September 18-20, 25, 2007. All parties appeared at the
hearing. Evidence was introduced and testimony presented. After carefully
weighing all of the evidence, the court finds that Coleman’s permit should be denied.
MOTION TO DISMISS
On September 25,
2007, after the Petitioners rested their case and part way through the
Department’s presentation of evidence, the Department filed a motion to dismiss
Petitioners Carolyn Chavis Bolton, William Heustess, Monroe Heustess, Richard
M. Plummer, Jr., and Nick T. McColl as parties to this matter. The basis for
the Department’s motion was the fact that those particular petitioners did not
file a request for a final review conference pursuant to S.C. Code Ann. § 44-1-60(E)
after the Department notified the concerned citizens who filed comments during
the review period that it was issuing the permit to Coleman. Accordingly, the
Department asserts that Petitioners Carolyn Chavis Bolton, William Heustess,
Monroe Heustess, Richard M. Plummer, Jr., and Nick T. McColl are not proper
parties to this action because they failed to exhaust their administrative
remedies.
In response, the
Petitioners argue that the Department’s motion is untimely. On June 4, 2007,
the court issued a scheduling order requiring that all motions, other than
motions in limine, be filed by August 6, 2007. The Department did not
file its motion to dismiss until over halfway through the contested case
hearing of this matter. Furthermore, the Department has not supplied the court
with any reason for failing to file this motion by the deadline. The
facts and circumstances argued by the Department were readily available
throughout the pendency of this case. The Department contends, however, that its
motion is jurisdictional and therefore can be raised at any time in the
proceeding.
Lack of subject matter jurisdiction may be raised at
anytime during a proceeding and may not be waived. Eagle Container Co., LLC v. County of Newberry, 366 S.C. 611, 632, 622 S.E.2d 733, 743-44 (Ct. App. 2005), reh’g
denied (Dec. 15, 2005), cert. granted (Jan 31,
2007). Subject matter
jurisdiction refers to the court’s “power to hear and determine cases of the
general class to which the
proceedings in question belong.” Majors v.
S.C. Securities Comm’n, 373 S.C. 153, 159, 644 S.E.2d 710, 713 (2007); Dove v. Gold Kist, Inc., 314 S.C. 235, 442 S.E.2d 598 (1994).
While
the requirement of exhaustion of administrative remedies is “jurisdictional,”
it is not the court’s subject matter jurisdiction that is implicated. Eagle
Container Co., LLC, 366 S.C. at 633, 622
S.E.2d at 744
(“[T]he failure to exhaust administrative remedies goes to the prematurity of a
case, not subject matter jurisdiction.”) (quoting Ward v. State, 343 S.C. 14,
17 n.5, 538 S.E.2d 245, 246 n.5 (2000)).
Accordingly, the question with
regard to unexhausted administrative remedies is
not whether subject matter jurisdiction exists, but whether the court’s jurisdiction was properly
invoked. Proper invocation of jurisdiction may require compliance with statutory conditions
precedent—including, for example, statutory deadlines or the exhaustion of
administrative remedies. Good v. Kennedy, 291 S.C. 204, 207, 352 S.E.2d
708, 711 (Ct. App. 1987) (stating that a statutory
condition precedent is jurisdictional). Unlike subject matter jurisdiction, compliance
with a statutory condition precedent may be waivable. See King v. Atl. Coast Line R.R. Co., 86 S.C. 510, ___, 68 S.E. 769, 770 (1910) (finding that the filing
of a claim with the individual prescribed by statute was a statutory condition
precedent and could be waived).
Pee Dee Indian Nation of Upper
South Carolina properly invoked the jurisdiction of the ALC by following
required procedures and statutory precedents. This matter was filed on March
20, 2007, and the Department did not raise the issue of failure to exhaust
administrative remedies with regard to the remaining Petitioners until
September 25, 2007, the final day of the four-day hearing, even though the
information was readily available. Accordingly, the court
finds that although the individual petitioners did not comply with a statutory
prerequisite to file a contested case at the ALC and would have been properly
dismissed as parties had that point been timely raised, the Department has
waived the failure of the individual petitioners to exhaust their
administrative remedies.
Moreover, in the
particular procedural posture of this case, the failure of the individual
petitioners to request a final review conference is not fatal. Because the
jurisdiction of this court was properly invoked by Pee Dee Indian Nation of Upper South Carolina, the
deficiency of the individual petitioners in failing to request a final review
conference could be remedied in this matter by intervention. Since Pee Dee
Indian Nation of Upper South Carolina properly followed all procedures and
statutory conditions precedent to bring this matter before the ALC, the
individual petitioners could be permitted to intervene as proper parties
pursuant to ALC Rule 20. Under South Carolina law, a procedural
defect that can be easily remedied need not result in dismissal of a matter. See McCall v. Finley, 294 S.C. 1, 4, 362 S.E.2d 26, 28 (Ct. App.
1987) (recognizing “an overriding rule of civil procedure which says: whatever
doesn’t make any difference, doesn’t matter”). Accordingly, the
Department’s motion to dismiss Petitioners Chavis Bolton, William Heustess,
Monroe Heustess, Richard M. Plummer, Jr., and Nick T. McColl as parties to this
matter is denied.
FINDINGS OF FACT
At the contested case hearing, the
Petitioners presented the testimony of several of the local residents and
provided expert testimony concerning the proposed swine farm’s design and the
impact it will have on the area. Respondent Coleman called no witnesses to
testify in support of his application and offered no exhibits into evidence. The
Department presented several staff witnesses in support of its decision to
approve the permit. It did not seek to qualify any of the Department witnesses
as experts.
Having observed the witnesses and
exhibits presented at the hearing and closely passed upon their credibility,
and taking into consideration the burden of persuasion by the parties, the
court makes the following Findings of Fact by a preponderance of the evidence.
On February 7, 2005, Coleman, the
owner and operator of Oak Ridge Swine Farm, filed an application
(“Application”) and an Animal Facility Management Plan entitled Comprehensive
Nutrient Management Plan (“Management Plan”) for the construction of four swine
houses at a proposed site located in rural Dillon County. Before filing the
Application, Coleman requested a preliminary site inspection, which was conducted
by William F. Stokes, an employee of the Department’s Florence Regional Office
on August 28, 2003. Based on the results of that inspection, Stokes notified
Coleman in writing on September 3, 2003 that the site appeared to be suitable
for a swine facility, and that Coleman could proceed with the planning and
design of his facility. The letter also summarized the information that was
required to obtain an Agricultural Feeding Operation Permit.
Also prior to filing the
Application, Coleman notified all property owners within 1,320 feet of the
proposed facility of his intent to apply for an agricultural permit by mailing
an Agricultural Facility Public Notice of Intent to Apply for an Agricultural
Permit form to each owner. In response to comments from community members
opposed to the proposed facility, the Department held a public hearing on May
12, 2005 at Dillon High School in Dillon, South Carolina. During the hearing
and after the hearing, the Department accepted written comments regarding the
Application.
Brett Caswell, an environmental
engineer associate employed by the Department in the Bureau of Water, reviewed
the permit application for the Ryan Coleman facility. Caswell approved the
application based upon his determination that the facility and the application
met the applicable regulations. Caswell is not licensed as a professional
engineer, but has passed his Engineer-in-Training examination.
The Management Plan was prepared
by employees of the United States Department of Agriculture, National Resources
Conservation Service (“NRCS”) in Dillon, South Carolina. The Management Plan
is divided into sections, such as manure and wastewater handling and storage,
land treatment practices, operation and maintenance, and record keeping. It
also contains numerous maps and a site plan. The third page of the Management
Plan contains signatures of various employees of NRCS. The signature page
states that they have “assisted with the development of the [Management Plan]
and certify[] that their element meets all applicable NRCS standards.”
(Respt.’s Ex. 3). Caswell testified that the “Manure and Wastewater Handling
and Storage” section as well as the “Nutrient Management” portions of the
Management Plan were certified by two NRCS engineers. Caswell further stated
that the Department interprets signatures on this page to apply to their
respective portions of the Management Plan. Henry Gibson, a retired Department
employee who consulted with Department staff regarding the permit, supported
this position.
The proposed facility will be
located in an agricultural area. The fields of the proposed facility are
intersected by several watercourses and are divided by a dirt road, Cottingham
Drive. Surrounding the southern end of the property is Wash Branch and adjacent to the
property is Sweat Swamp. Both of these watercourses drain into the Little Pee
Dee River watershed, which is impaired for fecal coliform, a bacterial
contaminant. Furthermore, a culvert that flows into Wash Branch runs along
Cottingham Drive. The fields slope from between six to two percent from the
site of the manure storage pond toward the culvert. The fields consist of Dothan
soil and Coxville soil, which is porous and sandy.
The proposed facility will
consist of four swine houses that hold a maximum of 3,520 animals at a time. Its
normal production live weight is 492,800 pounds. The proposed facility will
treat the manure generated by the animals on site by land application in
accordance with the schedules and requirements contained in the Management Plan
and the conditions attached to the permit. The proposed facility has
approximately 81 acres available for land application. It proposes to have a manure
storage pond (also referred to in the industry as a “lagoon”) designed to hold
260,000 cubic feet, a capacity based on 150 days of waste storage plus water,
normal rainfall and a 25-year storm, plus two feet of freeboard, for a total capacity
equivalent to 2.9 million gallons of hog waste per year. This waste is to be
land applied with a traveling gun spray irrigation system and “honey wagon” waste transport carts as a “backup.”
The testimony presented at trial regarding
the construction of the manure storage pond conflicted. The parties agree that
the plans propose a lagoon with a synthetic liner and a secondary dike in the
event that the primary lagoon overflows. The Respondents assert that the base
of the manure storage pond will consist of packed clay, which acts as a natural
liner under the synthetic liner. However, nowhere in the Application or the
Management Plan is there mention of a packed clay liner.
Furthermore, the Respondents
introduced a site plan that differed from the one contained in the Management
Plan. (See Respt.’s Ex. 29). This plan provides for different
dimensions for the manure storage pond than the original Application contained. The newer plan appears to
be
prepared by Murphy Brown, LLC, the integrator for the proposed facility, and is dated May
24, 2005. Caswell testified that NRCS staff provided him with the updated plan.
He stated that it is the Department’s position that the new plans remain certified
by NRCS even though there are no signatures on the plan and he was unable to
identify the initials listed for “approved by” and “drawn by.”
The footprint of the lagoon and
land application sites for the proposed facility propose only minimum regulatory
setbacks, including the absolute minimum setback from the animal growing areas
from the Waters of the State and from ditches and swales draining to the Waters
of the State. The proposed lagoon design is such that, in approving the
permit, the Department granted the applicant a waiver of the minimum regulatory
setback of the storage lagoon from the Waters of the State. Hence, the nearest
point of the storage lagoon to Waters of the State is only 360 feet rather than
500 feet.
The nearest point source
discharge is located 12.58 miles by land downstream of the proposed facility.
The nearest water quality monitoring station is PD-029E, located in the Little
Pee Dee River 6.3 miles by land downstream from the facility. The station is
impaired based on the presence of fecal coliform bacteria. The nearest surface
water intake for drinking water is operated by the Grand Strand Water &
Sewer Authority and is located 64.92 miles by land downstream of the proposed
facility. The facility is not located in a State-Approved Water Protection
Area. The nearest public groundwater supply well is 2.13 miles from the
proposed facility. The proposed facility, manure storage pond, and manure
utilization areas are all located more than 28 miles outside the federally
established flood plain. The proposed facility and its manure utilization
areas are not located in a Historic Preservation District, State or National
Park, Forest State Designated Area, or State or Federal Research Area.
Several nearby residents testified
in opposition to the permit. Based on the evidence presented by the
petitioners and nearby landowners, the court finds that many of the nearby
residents utilize shallow personal drinking wells. The petitioners
collectively expressed concerns that the discharge from the hog farm may contaminate
their drinking wells. They also expressed concern over the odors that emanate
from swine facilities in general and the effect that this facility will have on
the use and enjoyment of their land. Finally, several of the individual
petitioners expressed fears of further contamination of the Little Pee Dee
River and the impact it will have on the overall community.
The Petitioners also presented
several experts who testified about the proposed facility’s design and impact.
Dr. David Freedman is a professor of Environmental Engineering and Science at
Clemson University. Dr. Freedman is an expert on the environmental impacts of swine
facilities, including questions of water quality, movement of contaminants
through the soil, the design and operation of waste treatment and manure
management systems, and air pollution from such facilities. In Dr. Freedman’s
opinion, the Application and accompanying materials are incomplete or deficient
in the following areas: (1) the justification for the waiver of the pond
setback from the Waters of the State; (2) the prevention of increases in water
and air pollution from the facility; (3) the use of a manure management
alternative with the least adverse impact on the environment or the best
available technology economically achievable; (4) the cumulative impacts on
water quality of this and other swine facilities in the area; (5) the use of
alternative manure management methods in impaired or nutrient-sensitive
watersheds; and (6) plan specifications with supporting details and design
calculations for the waste spray application system. Dr. Freedman opined that
the facility as designed in the Application fails to meet the regulatory
requirements for waiver of the manure storage pond setback from the Waters of
the State.
Dr. Freedman specifically testified
that the proposed single liner design for the manure storage pond is not
adequate to guarantee that waste from the lagoon will “never” reach the Waters of
the State, and therefore does not meet the required regulations for such a
waiver. Dr. Freedman found no evidence that such a liner would never leak.
The liner for the proposed facility is to be installed in sections that must be
welded together at the proposed facility. These joints are one of the places
where leaks can develop. Dr. Freedman further stated that there are other
liner designs that pose less risk of discharge. He testified that the
probability that the waste will make its way to the Waters of the State is
extremely high, based on the fact that the depth to groundwater at the site is
very shallow, and because some of the soils are sandy. Sandy soil may permit
contaminants in groundwater to migrate easily down to the underlying clay and
then move horizontally, where they would discharge into the adjoining creeks
and then into the Little Pee Dee River.
Further, Dr. Freedman testified
that the portions of the liner above the liquid waste level that are exposed to
the sun will be subject to deterioration and cracking from ultraviolet
radiation, which can result in manure leaks through the liner and into the
soil.
The proposed facility’s
construction calls for a plumbing system, constructed of concrete, to connect
the swine-growing barns to the waste storage lagoon, allowing the flushing of
swine waste with the assistance of gravity to flow from below the slotted
floors on which the hogs live to the storage lagoon. Cracks in the concrete
over which the waste flows or leaks are potential pathways for swine waste to enter
groundwater. There are no specifications in the plans to seal the concrete to
mitigate this potential leakage.
The Application contains an Emergency
Action Plan that acknowledges a number of waste-management system failure
modes, including lagoon overflow, runoff from waste-application fields, leakage
from waste pipes and sprinklers, leakage from the flushing system or the
housing and solid separators, and leakage from the base or sidewall of the
lagoon. In Dr. Freedman’s opinion, the plans for the proposed facility also fail
to properly provide for the placement of groundwater monitoring wells because
there was no prior determination of the direction of groundwater flow. He
testified that the proposed facility’s design calls for only a single well on
each side of the lagoon and that there is a reasonable likelihood that a very
narrow plume of groundwater contamination from a small liner leak will escape
detection without adequate well spacing. In addition, he stated that the
permit requirement for only annual well sampling is not adequate to ensure that
waste contaminants never reach the Waters of the State.
The secondary dike lagoon is to
be of identical design as the primary dike. Accordingly, in Dr. Freedman’s
opinion, the same events that might cause a failure of the primary dike would
have an equal likelihood of causing failure in the secondary dike.
In Dr. Freedman’s opinion, the
open lagoon sprayfield technology proposed does not represent the manure
management technology with the least adverse impact on the environment, nor
does it represent the best available technology economically achievable.
Furthermore, Dr. Freedman testified that the open lagoon sprayfield design
proposed here will increase air and water pollution. The American Society of
Agricultural Engineers has published a list of known contaminants that are
released from swine waste storage lagoons, including hydrogen sulfide, ammonia,
and a large number of sulfurous compounds called mercaptans. Mercaptans are malodorous
compounds, detectable at extremely low concentrations. Other extremely bad-smelling
compounds in decomposing animal manure include volatile fatty acids such as
acetic, propionic, butyric, isobutyric, and isovaleric acids. Methane will also
be emitted from the lagoon at the proposed facility.
Dr. Freedman also opined that the
proposed facility setbacks from the neighboring church are inadequate to
protect it from nuisance odors. Given the unusually high incidence of
temperature inversions and air stagnation in this part of the state, due to
meteorological conditions associated with the location of the Appalachian
Mountains and the Atlantic Ocean, air pollution and odors travel horizontally
rather than vertically and can move significant distances.
Dr. Freedman believes that the
setback on the southeastern corner of the sprayfield adjacent to the dirt road,
Cottingham Drive, is inadequate. A culvert along that road adjoins the
sprayfield so that any runoff from the field will enter the ditch, which drains
directly to the nearby creek. Any hog waste, which is high in fecal coliform, that
enters the creek has a chance of traveling downstream to the monitoring station
located on the Little Pee Dee River, which is already impaired for fecal
coliform.
In Dr. Freedman’s opinion, there
will be an adverse cumulative impact on water quality in the area from this
facility in light of the many other swine facilities already in the area. Murphy
Brown, the integrator of this location, reported that it has 52 facilities under
contract in South Carolina, for a total of 229,146 swine. Fourteen of these facilities
are in Dillon County. Each time a new facility is added, nutrients and other
pollutants are added to the watershed.
The Petitioners also offered the
testimony and opinions of Dr. Steven B. Wing, an associate professor of
Epidemiology in the School of Public Health at the University of North Carolina–Chapel
Hill. The court qualified Dr. Wing as an expert on the environmental and human
health effects of the proposed facility. The Respondents offered no evidence
regarding the human health effects of swine farms generally or the proposed
facility specifically.
Dr. Wing conducted a field study
in which he found that residents around swine facilities reported an excess
occurrence of several respiratory and gastro-intestinal symptoms, including
headaches, excessive coughing, runny nose, vomiting, mucus-membrane irritation,
and irritation of the eyes and nose. They also reported excess times when they
were unable to open their windows or even go outside during nice weather. The
study was published in a peer-reviewed scientific journal of the National
Institute of Environmental Health Sciences, Environmental Health
Perspectives.
Another study by Dr. Wing was
published in the peer-reviewed journal, Archives of Environmental Health.
This study found that for each increase in the concentration of hydrogen
sulfide, there was an increase in the odor level reported.
Dr. Wing discussed four general
sources of air pollution from a swine facility. One source is the swine-confinement
buildings designed to ventilate air pollutants to protect the health and growth
rate of the animals. Large fans blow dust and gasses into the outside
environment. Dust includes dander or decayed skin from the hogs, as well as
dried feces. Antibiotic-resistant bacteria are also a part of the organic dust
from the building. The shells of certain bacteria, endotoxins, cause inflammation
of the airways, which are also emitted from the building. The second source of
air pollution is the fecal-waste pits or storage lagoons where waste undergoes
anaerobic decomposition producing chemicals such as ammonia, hydrogen sulfide,
and methane, as well as many chemicals that have high odorant capacity,
including acids, mercaptans, and cresols. A third source is the spray fields.
Large versions of a common lawn sprayer are used to spray a mixture of feces,
urine, and the water used to flush the barns, as well as the chemicals produced
during the anaerobic decomposition. These create air pollution when sprayed. The
fourth source is from swine deaths. Carcasses may be stored onsite for fairly
long periods of time, during which time they begin to decompose. In Dr. Wing’s
opinion, the proposed facility would increase the air pollution, and will be
injurious to human health.
Published studies in medical
literature document that workers in animal confinement buildings that are
exposed to the gasses and particulates experience very well-defined deficits in
respiratory function and symptoms. Particularly, the workers experience a
condition called organic toxic dust syndrome, a flu-like condition.
Francis Laval Green also testified
on behalf of the Petitioners. Green is employed as a technical assistance
provider for the Rural Community Assistance Project of Roanoke, Virginia.
Green worked as the first Department District Director for the Pee Dee region,
including Dillon County. The court qualified Green as an expert in the
environmental effects of swine facilities, including water quality; the
movement of contaminants through the soil; and the design and operation of
waste treatment systems, including the aerobic and anaerobic treatment of
waste. Based on Green’s experience with the Department, plans for a waste treatment
facility would need a professional engineer’s signature, which the proposed
facility’s design plan does not have.
Green testified that the design
drawing notes in the Application for the soil element upon which the liner is
to be installed fail to include the term “clay.” Merely compacting a layer of
soil that does not have a clay or colloidal fraction will not provide the
barrier to moisture movement that clay has. In Green’s opinion, the design
specification in the Application will not provide an adequate barrier for waste
movement into groundwater. Proper specifications should include a number of
elements that are absent from the proposed design, including excavation of the
site down to mineral soil; selection of suitable clay borrow material; and
testing of such material to assure proper liquid limits, plasticity, and grain
size. He recommended that a lab test should be performed to establish that the
clay material meets compaction and density specifications, and that installation
should then include field verification of such density and compaction
specifications. Tighter clay has a conductivity that is a thousand times less
than sand. Green testified that the soil in
the proposed facility’s site is too close to sensitive areas and that the facility
should be located as far as possible from streams so as to mitigate the
possibility of waste flowing into the streams. The soil in that area has a
water table that could be right at the surface during wet winter periods. If
there were a spill or leakage during the late fall to late spring, when the
ground is wetter from greater rainfall, waste would flow to Wash Branch or
Sweat Swamp either on the surface or through the groundwater. In Green’s
opinion, the Department should not relax the setback requirements for this proposed
site; rather, the Department should require the maximum setbacks. Further, Green
testified that the proposed manure storage pond liner system is inadequate to
prevent hog waste from ever entering groundwater at the site and migrating to
Waters of the State.
The Department
presented several staff witnesses in support of its decision to approve the
permit. William F. Stokes was formerly the Department regional agricultural
inspector until his retirement. He conducted the preliminary site inspection
of the proposed facility in 2003. Stokes made no measurements, but rather
relied on a county tax map and ruler to estimate the setback distances. At the
time of this preliminary visit, Stokes did not know that the lagoon could not
meet the minimum regulatory setback of 500 feet from the Waters of the State. This
preliminary inspection did not include soil borings or an analysis of whether
the lagoon could meet the minimum separation from the seasonal high water
table.
Paul C. Martin is
employed by the Department’s Bureau of Air Quality (“BAQ”). Martin initially assessed
the proposed facility as a poultry facility with a dry manure management system,
rather than a swine facility with a wet lagoon and sprayfield system. The permit
was issued based on Martin’s assessment of the air pollution potentially
produced by a dry poultry facility. Martin testified that in July 2007, after
the permit had been granted by the Department, the proposed location was re-assessed
as a swine facility and approved.
Martin testified that ammonia,
nitrous oxide, and methane are not regulated under state or federal law as either
criteria pollutants or air toxic pollutants. Documents from the Environmental Protection
Agency (“EPA”) indicate that particulate matter emitted from animal feeding
operations would be negligible and below the Department’s threshold of one
pound per hour for industrial sources of air emissions. Hydrogen sulfide would
be the only other regulated pollutant emitted from animal production operations
using a wet manure system. At this time, neither South Carolina nor the EPA
has established an air quality modeling and permitting program for animal
feeding operations. Therefore, “documentation concerning air quality impacts
at swine finishing operations remains very limited in both breadth and scope.”
(Respt.’s Ex. 24).
Martin further testified that the
BAQ ran a trial study by imputing information regarding the proposed facility
into the federal EPA AERMOD dispersion modeling system program using emissions
factors from academia and the Iowa Department of Natural Resources (“Iowa DNR”)
in lieu of official emission factors from the EPA or the state of South
Carolina. (See Respt.’s Ex. 24). According to the report by the Iowa DNR,
a passive-ventilated swine finishing operation would generate approximately 7.7
x 106 grams-per-second of hydrogen sulfide per animal. Applying
this rate to the facts in the Application—and (1) assuming a standard
temperature of 70 degrees Fahrenheit and no building wash-down, and (2) applying
standard terrain-based industrial receptors at fifty meters along the property
boundary, 100 to 500 meters, and 250 to 1000 meters—the model produced a
maximum 24-hour concentration of hydrogen sulfide of 1.24 micrograms per cubic
meter at the property-line receptor closest to the houses. This concentration
is significantly below South Carolina’s ambient air toxic standard of 140.00
micrograms per cubit meter for hydrogen sulfide. Further, Martin testified that
PM10 (particulate matter ten) is regulated on a statewide basis and
that no area in the state is currently out of attainment. Based on this,
Martin testified that under the relevant state and federal environmental
standards the BAQ determined that none of the ambient air standards would be
exceeded as a result of permitting the proposed facility and that no additional
requirements or setback distances were necessary to meet any air quality
issues.
The Department also offered the
testimony of John W. Wright. Wright is employed by the Department in
the Bureau of Water, Groundwater Quality Section. In February 2006, Wright
visited the proposed facility site and noted from the soil maps and based on
some excavation tests that the seasonal high water table is relatively shallow
at the site. Accordingly, Wright determined that the initial dead animal
burial site could not meet the two-foot separation requirement from the shallow
high water table. Wright considered a new burial location for emergencies and
found it to be marginal, stating that groundwater monitoring would be required
if it were used for mass burial. He therefore recommended use of an offsite
rendering service for dead animal disposal.
Viewing the totality of the
evidence presented by the parties, the court finds the documents and testimony
presented by the Petitioners to be compelling and finds that the design of the
facility and the Application are flawed in certain ways. The evidence of the
Department witnesses, who were not offered as experts and whose experience and
qualifications in any event do not equal those of the Petitioners’ experts in
the specific fields pertinent to environmental impacts of swine farming, are
insufficient to overcome the evidence presented by the Petitioners. Based on
the collective testimony of the Petitioners’ experts, the court finds that the
lagoon as designed does not ensure that discharge will never enter the Waters
of the State.
LAW
Based
upon the foregoing Findings of Fact, the court concludes the following as a
matter of law.
1. Jurisdiction and
Review
Jurisdiction
over this case is vested with the South Carolina Administrative Law Court
pursuant to S.C. Code Ann. § 1-23-600(A) (as amended by 2008 S.C. Act No. 334) and
S.C. Code Ann. § 44-1-60 (Supp. 2007). The weight and credibility assigned to
evidence presented at the hearing of a matter is within the province of the
trier of fact. See S.C. Cable Television Ass’n v. S. Bell Tel. &
Tel. Co., 308 S.C. 216, 222, 417 S.E.2d 586, 589 (1992). Furthermore, a
trial judge who observes a witness is in the best position to judge the
witness’s demeanor and veracity and to evaluate the credibility of his
testimony. See, e.g., Woodall v. Woodall, 322 S.C. 7, 10,
471 S.E.2d 154, 157 (1996); Wallace v. Milliken & Co., 300 S.C. 553,
556, 389 S.E.2d 448, 450 (Ct. App. 1990). In presiding over this contested
case, the court serves as the finder of fact and makes a de novo determination regarding the matters at issue. See S.C. Code Ann. §
1-23-600(B) (Supp. 2007); Marlboro Park Hosp. v. S.C. Dep’t of Health &
Envtl. Control, 358 S.C. 573, 577-79, 595 S.E.2d 851, 853-54 (Ct. App.
2004); Brown v. S.C. Dep’t of Health & Envtl. Control, 348 S.C. 507,
512, 560 S.E.2d 410, 413 (2002).
The Petitioners, as the parties challenging the Department’s
decision to issue the permit in this matter, bear of the burden of proof. See Leventis v. S.C. Dep’t of Health & Envtl. Control, 340 S.C. 118,
132-33, 530 S.E.2d 643, 651 (Ct. App. 2000) (holding that the burden of proof
in administrative proceedings generally rests upon the party asserting the
affirmative of an issue). Therefore, the Petitioners must demonstrate by a
preponderance of the evidence that the Department’s decision to grant the
permit at issue is contrary to the applicable regulatory criteria. S.C. Code
Ann. § 1-23-600(A)(6) (as amended by 2008 S.C. Act No. 334); see also Anonymous v. State Bd. of Med. Exam’rs, 329 S.C. 371, 375, 496 S.E.2d
17, 19 (1998) (holding that the standard of proof in an administrative
proceeding is generally the preponderance of the evidence).
2. Swine Farms
The permitting of swine
facilities is governed by the Pollution Control Act, S.C. Code Ann. § 48-1-10 et
seq. (2008), and the Confined Swine Feeding Operations Act, S.C. Code Ann.
§ 47-20-165 (Supp. 2007). Under the Pollution Control Act, the Department is
charged with abating, controlling, and preventing pollution by maintaining
“reasonable standards of purity of the air and water resources of the State,
consistent with the public health, safety and welfare of its citizens, maximum
employment, the industrial development of the State, the propagation and
protection of terrestrial and marine flora and fauna, and the protection of
physical property and other resources.” S.C. Code Ann. § 48-1-20 (2008). The
Confined Swine Feeding Operations Act, which was enacted in 1996 to authorize
the Department to develop a comprehensive regulatory scheme for the permitting
of swine facilities, also requires that the regulations promulgated therefrom
“shall be based upon an evaluation of the impact upon the interests of the
environment and agribusiness.” S.C. Code Ann. § 47-20-165(D)(2) (Supp. 2007).
The regulations promulgated
pursuant to S.C. Code Ann. § 48-20-165 are contained in 24A S.C. Code Ann. Regs.
61-43, Part 100 (Supp. 2007) (“Part 100”). Part 100 details requirements for the
permit application and Department review; it also provides requirements for the
location and operation of the facility in general. Specifically at issue in
this matter are the provisions dealing with Department review, the siting of
the manure storage lagoon and the sprayfields, and potential discharge from the
facility.
Regulation 61-43 defines a swine
facility as
an agricultural facility
where swine are confined and fed or maintained for a total of forty-five days
or more in a twelve-month period and crops, vegetative, forage growth, or
post-harvest residues are not sustained in the normal growing season over any
portion of the lot or facility. Structures used for the storage of swine
manure from swine in the operation also are part of the swine facility.
24A S.C. Code Ann. Regs. 61-43, Part 50(NNN) (Supp. 2007).
Furthermore, since the proposed facility’s normal production live
weight is 492,800 pounds, the proposed swine facility is classified as a Small
Swine Facility. See S.C. Code Ann. Regs. 61-43, Part 50(III). The
regulations require that “[t]he lagoon, treatment
system, or manure storage pond shall be designed by a professional engineer or
a NRCS engineer and the construction shall be certified
by the design engineer.” 24A S.C. Code Ann. Regs. 61-43, Part 100.90(A) (Supp.
2007).
The regulations provide that at a minimum, a swine facility—excluding
the lagoon, treatment system, manure storage pond, or manure utilization areas—must
be 200 feet from a potable well. Further, the regulations require that a lagoon,
treatment system, manure storage pond, or manure utilization areas must be five
hundred feet from a public or private human drinking water well. 24A S.C. Code Ann. Regs. 61-43, Part 100.80(A)(1) & (2) (Supp.
2007). A small swine lagoon, treatment system, or manure storage pond must be
at least five hundred feet from Waters of the State. 24A S.C. Code Ann. Regs. 61-43, Part 100.80(A)(7) (Supp. 2007).
However, this distance may be reduced by up to two hundred feet if “the permittee implements a design to control the discharge
from a failed lagoon, treatment system or manure storage pond so that it never enters waters of the State and the designer, either a NRCS employee or a
registered engineer, certifies that the system has been constructed as
specified.” 24A S.C. Code Ann. Regs. 61-43, Part
100.80(A)(9) (Supp. 2007) (emphasis added). The Department may
increase the minimum setback requirements on a case-by-case basis. 24A
S.C. Code Ann. Regs. 61-43, Part 100.80(G) (Supp. 2007). In determining
whether to increase the setbacks, the Department is to consider various factors
such as geography and soil types on the site, classification or
impairment of adjacent waters, location in a watershed, and slope of the land. 24A
S.C. Code Ann. Regs. 61-43, Part 100.70(H) (Supp. 2007).
Additionally, when determining whether to issue
a permit for a swine facility, the Department must consider the cumulative
impacts of the facility. 24A S.C. Code Ann. Regs. 61-43 Part 100.70(E) (Supp.
2007). The Department must reasonably seek “to prevent . . . an increase in
pollution of the waters and air of the State from any new . . . sources.” 24A
S.C. Code Ann. Regs. 61-43 Part 100.70(F) (Supp. 2007). Furthermore, the
Department shall act “so as to prevent degradation of water quality due to the
cumulative and secondary effects of permit decisions.” 24A S.C. Code Ann.
Regs. 61-43 Part 100.70(G) (Supp. 2007). Department “permit decisions shall
ensure that the swine facility and manure treatment and utilization alternative
with the least adverse impact on the environment be utilized.” Id. However,
small swine facilities are only required to “use the best available technology economically achievable for the handling, storage, processing, treatment, and
utilization of manure.” Id. (emphasis added).
3. Conclusions
a. Waiver of the Setback from the
Manure Storage Pond to Waters of the State
The Petitioners contend that the Department
violated several provisions of Regulation 61-43, Part 100, in its approval of
the siting of Coleman’s facility. Specifically, the Petitioners challenge the
proximity of the swine lagoon to Waters of the State. As stated above, swine
lagoons must be at least five hundred feet from Waters of the State. The distance may be reduced by up to two hundred feet only if “the permittee implements a design to control the discharge
from a failed lagoon, treatment system or manure storage pond so that it never enters waters of the State . . . .” 24A S.C. Code
Ann. Regs. 61-43, Part 100.80(A)(7), (9) (Supp. 2007) (emphasis added).
As designed, the lagoon at the proposed facility will
be less than 500 feet from Waters of the State. The Department granted this waiver
based on the fact that swine facilities are classified as “no discharge
facilities” and because the lagoon’s design calls for a synthetic liner rather
than merely a compacted dirt liner. The Petitioners’ experts assert that
synthetic liners may develop leaks through faulty seams, from sun damage, or
from the agitator and that once these leaks develop, the discharge will quickly
flow to the Waters of the State based on the sandy composition of the soil and
the flow patterns. Accordingly, they assert that not only is there no proof
that the discharge will never enter the Waters of the State, it is
likely that discharge will enter Waters of the State.
In response, the Department first
contends that a leak in a synthetic liner is highly unlikely and, if one
develops, the base of the lagoon will consist of compacted clay preventing
discharge from flowing to Waters of the State. Second, the Department asserts that
“never” does not actually mean “never” when read with the entire regulatory
scheme because other sections acknowledge that some leakage will occur. The
Department believes that zero leakage is a goal rather than a requirement. The
testimony of Department employees formed the bases of their contentions.
The court concludes that
Petitioners have proven by a preponderance of the evidence that discharge from
the swine lagoon for the Coleman facility as designed may enter Waters of the
State. Accordingly, the lagoon design does not satisfy the requirements of
Regulation 61-43, Part 100.80(A)(9). The Petitioners presented the testimony
of multiple experts establishing that it is likely that discharge will reach
Waters of the State. See Berkeley Elec. Coop.,
Inc. v. S.C. Public Serv. Comm’n, 304 S.C. 15, 20, 402 S.E.2d 674, 677 (“Where
the expert's testimony is based upon facts sufficient to form the basis for an
opinion, the trier of fact determines its probative value.”).
Furthermore, the Department’s argument that “never”
does not actually mean never is without merit. The dictionary defines “never”
as: not ever, at no time, not in any degree, and not under any condition. Merriam-Webster,
http://www.merriam-webster.com/dictionary/ never (last visited Aug. 13, 2008).
While the Department is correct that at least one section of the regulatory
scheme for swine farms indicates that minor discharge is allowed, see 24A
S.C. Code Ann. Regs. 61-43, Part 100.90(C) (Supp. 2007), this section does not
encompass swine farms where the setbacks have been reduced. The setbacks in
the regulations serve as a buffer to prevent discharge from entering the Waters
of the State. When the setbacks are reduced, the regulations clearly require a
more stringent standard. The court therefore concludes that the word “never”
in the regulation means precisely what it says. Wade v. State, 348 S.C. 255, 559 S.E.2d 843 (2002)
(stating that a “court must apply the plain
meaning of a statute where its language is unambiguous and conveys a clear
meaning” unless the statute’s interpretation leads “to absurd results not
intended by the Legislature”) (internal citations omitted); Neal v. Brown, 374
S.C. 641, 649 S.E.2d 164 (Ct. App. 2007) (stating that “[i]f a
statute's terms are clear, the court must apply the terms according to their
literal meaning” unless “it would lead to a result so plainly absurd that it
could not possibly have been intended by the Legislature”) (internal citations
omitted).
Furthermore, the court
concludes that the Petitioners proved that it is more likely than
not that the updated design plans were not designed by an NRCS engineer or a
professional engineer as required by 24A
S.C. Code Ann. Regs. 61-43, Part 100.90(A) (Supp. 2007). Caswell
testified that he received these plans from someone at NRCS; however, the plans
indicate that they were prepared by the integrator, Murphy Brown, LLC.
Additionally, they do not contain the signature of an identifiable professional
engineer or NRCS engineer; rather, they contain initials that no witness was able
to identify. Accordingly, the court cannot determine who actually designed the
updated lagoon plans. Caswell’s testimony that he received them from NRCS is
insufficient for this court to find that the plans satisfy the regulatory
standard.
b. Water Quality,
Air Quality, and Odor
The Petitioners also assert
that the proposed site provides inadequate separation distances or other
conditions necessary to protect downwind receptors, as well as surface and
groundwater, from increases in air and water pollution and nuisance odors. In
support of their argument, the Petitioners offered expert testimony. The
experts testified that swine facilities release contaminants into the air, such
as hydrogen sulfide, ammonia, and mercaptens, which will cause the neighboring
residents to experience nuisance odors and increase air pollution. Further,
the experts stated that runoff from the sprayfields will flow in the nearby Pee
Dee River watershed, which is already impaired for fecal coliform. The nearby
residents also expressed concerns that this facility may contaminant their personal
drinking well water.
The court concludes that the
Petitioners have presented insufficient evidence to establish that the
Department erred in granting the permit on these grounds. The siting of the
proposed facility exceeds the minimum required distances from the property of
nearby residents and their personal drinking wells. While facilities of this
nature generally produce odors and particulates, there was insufficient
evidence presented that the operation and management practices of this facility,
individually or combined with other nearby facilities, will exceed current
state or federal ambient air standards. Moreover, the court concludes that the
Petitioners have failed to show that the additional design recommendations
offered by their experts are required by the regulatory standard for small
swine facilities. See 24A S.C.
Code Ann. Regs. 61-43 Part 100.70(G) (Supp. 2007).
The purpose of the Pollution
Control Act and the Confined Swine Feeding Operations Act is to balance the
interest of agricultural business and industrial development with the interests
of the environment. Mindful of this statutory purpose and based on the
evidence presented, the court finds that the Department erred in granting the
permit for the facility as designed. Although the facility proposes to use additional
protections in the construction of its swine lagoon, such as the synthetic
liner and secondary dike, the court cannot conclude that Coleman’s design
complies with the conditions of the regulatory setback
waiver that requires that discharge will never enter Waters of
the State. See 24A S.C. Code Ann. Regs. 61-43 Part 100.80(A) (Supp. 2007).
ORDER
Accordingly,
the court concludes that the Petitioners have proven by a preponderance of the
evidence that the Department erred in granting the permit. Therefore, it is
hereby
ORDERED that the Department shall deny Coleman’s
Application for an animal feeding operation permit.
IT IS SO ORDERED.
____________________________________
PAIGE J. GOSSETT
Administrative Law Judge
August 14,
2008
Columbia,
South Carolina
Caswell exercised his discretion in
allowing the waiver of the 500-foot minimum setback. Upon cross examination, Caswell
was unable to identify in which direction the waiver was granted based on
either the site plan found in the Management Plan or the site plan dated May
24, 2005. Accordingly, it is unclear in which direction this waiver is
required. Based on the location of nearby waters, the court finds that the waiver
most likely applies to the southern or eastern sides of the manure storage
pond. The site plan contained in the Management Plan has “360’” depicted on
the eastern side of the pond, but that number appears to indicate the length of
that side of the pond rather than the distance from “Waters of the State.”
Wright is not a soil scientist or a licensed soil classifier.
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