South Carolina              
Administrative Law Court
Edgar A. Brown building 1205 Pendleton St., Suite 224 Columbia, SC 29201 Voice: (803) 734-0550

SC Administrative Law Court Decisions

CAPTION:
I-77 Properties, LLC vs. SCDHEC, et al

AGENCY:
South Carolina Department of Health and Environmental Control

PARTIES:
Petitioner:
I-77 Properties, LLC

Respondents:
South Carolina Department of Health and Environmental Control and J. Christian Hendricks
 
DOCKET NUMBER:
04-ALJ-07-0169-CC

APPEARANCES:
John Adams Hodge, Esquire
Alexander G. Shissias, Esquire, For Petitioner

Matthew S. Penn, Esquire
For Respondent South Carolina Department of Health and Environmental Control

Frank R. Ellerbe, III, Esquire
For Respondent J. Christian Hendricks
 

ORDERS:

FINAL ORDER AND DECISION

STATEMENT OF THE CASE

The above-captioned matter comes before this tribunal pursuant to the request of Petitioner I-77 Properties, LLC, for a contested case hearing to challenge the decision of Respondent South Carolina Department of Health and Environmental Control (DHEC or Department) to issue two septic tank permits, permit numbers 20-7614 and 20-7629. The permits were issued to Respondent J. Christian Hendricks (Hendricks) for two proposed mobile homes to be located on a 74.41-acre tract of land on Boney Road in Fairfield County, South Carolina, which is situated adjacent to property on which Petitioner seeks to construct and operate a construction and demolition solid waste landfill. By motions dated July 6, 2004, and July 8, 2004, Respondent Hendricks moved to dismiss these cases contending that Petitioner lacked standing; Respondent DHEC joined in these motions by a response filed on July 16, 2004. After conducting a motions hearing on August 19, 2004, and receiving additional briefing on August 30, 2004, regarding the issue of whether Petitioner had a sufficient interest in the adjoining landfill property to have standing to bring this matter, this tribunal denied Respondents’ motions to dismiss by an Order dated September 27, 2004. In that Order, this tribunal concluded that, based upon its contract to purchase the landfill property, Petitioner had a sufficient equitable interest in the property such that it had standing to bring a challenge to Hendricks’ septic tank permits for the adjacent tract. However, this tribunal further clarified in the Order that Petitioner’s standing is based solely upon the environmental concerns it raised regarding potential surface and ground water contamination from improperly sited septic tanks on Hendricks’ property, and, therefore, that the sole issue properly before this tribunal is the question of whether Hendricks’ septic tank permits were issued in compliance with the statutory and regulatory permitting requirements for such permits. Footnote After timely notice to the parties, a hearing of this matter was conducted on December 2, 2004, at the South Carolina Administrative Law Court in Columbia, South Carolina. At the close of Petitioner’s case-in-chief at the hearing, the Department, joined by Hendricks, moved for an involuntary nonsuit against Petitioner. For the reasons set forth below, Respondents’ motion for a nonsuit against Petitioner is hereby granted.

FINDINGS OF FACT

Having carefully considered all testimony, exhibits, and arguments presented at the hearing of this case, and taking into account the credibility and accuracy of the evidence, I make the following Findings of Fact by a preponderance of the evidence:

1.On April 14, 2004, Respondent Hendricks submitted an application for a permit to construct an individual sewage treatment and disposal system (i.e., a septic tank system) at 1255 Boney Road near the town of Ridgeway in Fairfield County, South Carolina. Hendricks sought to construct the septic system to serve a two-bedroom mobile home that he intends to place on a portion of his 74.41-acre tract off Boney Road. The site was evaluated for the requested septic tank by James Maddox, an environmentalist with DHEC, on April 21, 2004. Upon finding the site suitable for a septic tank, Mr. Maddox issued Hendricks a permit to construct a conventional septic tank system with a 1000-gallon tank and 200 feet of drainage trenches. This permit was designated number 20-7614 and issued on April 21, 2004. On May 7, 2004, Hendricks submitted an application to the Department for a permit to install a second septic tank on his Boney Road property. This tank would serve a two-bedroom mobile home to be located at 1500 Boney Road. Mr. Maddox performed a site evaluation on the second site on May 18, 2004, and, finding it also suitable for a septic tank system, he issued a construction permit for a 1000-gallon septic tank with a 200-foot drainfield for the second site. This permit was designated number 20-7629 and was issued on May 18, 2004.

2.Mr. Maddox, the DHEC employee who conducted the site evaluations for, and authorized the issuance of, the septic tank permits in question, has been employed by the Department as an environmentalist for over twenty years. During that time, he has been employed with the Fairfield County Health Department as the individual responsible for evaluating applications for septic tank permits in the county. And, as he has been the only DHEC employee with such responsibilities in Fairfield County during his employment with the Department, he has handled virtually all of the septic tank permitting matters in Fairfield County for the past two decades. In conducting the site evaluations for the two permits in question in this matter, Mr. Maddox employed the same techniques and procedures he used on the other septic tank permitting matters he has evaluated during his nearly twenty-five years of experience with the Department.

3.The site evaluations performed by Mr. Maddox for the permits at issue consisted essentially of two parts. First, for each site, Mr. Maddox located and evaluated the general location for the septic tank system based upon the proposed site for Hendricks’ mobile home. This portion of the evaluation consisted primarily of ensuring that the location for the septic tank and its drainfield sloped appropriately away from the proposed site for the mobile home and confirming that the tank and its drainage area are sufficiently removed from any buildings, property lines, wells, bodies of water, or other restrictive topographical features. At each site, Mr. Maddox was able to select a location for the proposed septic tank system that sloped away from the site for the mobile home and that was more than five feet from any buildings or property lines, more than fifty feet from any wells or bodies of water, and more than twenty-five feet away from any interceptor drains or drainage ditches.

Second, Mr. Maddox took a soil boring at or near the proposed location of the tank and its drainage trenches. This soil boring was used to determine the elevation of the maximum seasonal high water table, the depth of any rock or other restrictive horizons, and the nature and type of the soil. At the first site (permit number 20-7614), Mr. Maddox found clayish soils to a depth of four feet, followed by a layer of permeable saprolitic Footnote soils up to a depth of five feet. At the second site (permit number 20-7629), Mr. Maddox discovered four feet of sandy, loamy soil above a layer of clay to a depth of fifty-five inches. In neither boring did Mr. Maddox encounter the seasonal high water table. Based upon these borings, Mr. Maddox concluded that the seasonal high water table and any rock or other restrictive horizons in the soil lay deeper than five feet below the surface at each site and, thus, that the sites could support conventional septic tank systems. Further, after manipulating and visually examining the soils produced from the borings to determine their characteristics, Mr. Maddox classified the soils in which the drainage trenches would be situated as Class IV soils Footnote and, based upon that classification, selected a 0.4 gpd/ft2 loading rate Footnote for sizing the trench systems.

4.The only other witness called by Petitioner in addition to Mr. Maddox was Michael E. Glowacz, a hydrogeologist. Mr. Glowacz is a registered professional geologist in four states, including South Carolina, and was certified by this tribunal as an expert in hydrogeology. Footnote Mr. Glowacz’s testimony focused upon three main topics: a critique of Mr. Maddox’s site evaluations, particularly with regard to his record keeping; an opinion as to what methods he, Mr. Glowacz, would use to conduct a site evaluation for a septic tank; and a general commentary on the nature of the soils in the Piedmont area of South Carolina. With regard to Mr. Maddox’s site evaluations, Mr. Glowacz was concerned with Mr. Maddox’s failure to precisely record certain information, including the slope of the site, the moisture content of the soils produced in the boring, and the percentage of sand content in the clay soils, on the site evaluation logs. Mr. Glowacz was also concerned that Mr. Maddox’s site evaluations and decisions on the permit applications failed to comply in certain particulars (e.g., in his treatment of saprolitic soils) with a set of septic tank guidelines issued by the Department in 1988. In addition to this critique of Mr. Maddox’s site evaluations, Mr. Glowacz testified as to how he would conduct a site evaluation for a septic tank system. In particular, he stated that he would take four soil borings and perform four percolation (“perc”) tests in the area of the septic tank and its drainage trenches. He also advocated testing the absorptive capabilities of the soils at the site by using a double-ring infiltrometer. Beyond the discussion of the mechanics of evaluating sites for septic tank systems, Mr. Glowacz described the general nature of the soils in the Piedmont region of South Carolina, including the soils in Fairfield County. Accordingly to Mr. Glowacz, while the depth of the water table is rarely a problem in permitting septic tanks in the Piedmont region, the impermeability of certain layers of clays and the presence of shallow bedrock in Piedmont soils often present restrictive horizons that make the installation of septic tank systems problematic.

5.However, Mr. Glowacz’s testimony was called into question in a number of respects. First, it was clear from Mr. Maddox’s testimony that, whatever the deficiencies in the notations on his site evaluation forms, he conducted proper and thorough evaluations of the sites for the proposed septic tanks. For example, Mr. Maddox testified that his siting of the septic tanks on the property reflected the slope of the sites, even if the slopes were not specifically drawn on the evaluation forms. Similarly, Mr. Maddox testified that it was his practice to indicate the moisture content of the soils on the form only if the soils were “wet” (i.e., if, as here, the soils were dry, he would make no notation regarding soil moisture on the form). Further, despite his failure to provide much description of the soils on his evaluation forms, Mr. Maddox did closely examine the physical characteristics of the soils at the sites, both visually and manually, to determine the classification of the soils and what loading rate would be appropriate for the soils. In sum, regardless of any failures in his record keeping or any minor inconsistencies with Department guidelines, Mr. Maddox adequately evaluated the sites in question under the requirements of the applicable permitting regulation, 24A S.C. Code Ann. Regs. 61-56, before reaching his conclusion that the sites were suitable for the construction of septic tank systems.

Second, it was inescapably evident from Mr. Glowacz’s recommended methods of site evaluation for septic tanks that he has not kept up with the acceptable and scientifically reliable methods of evaluating soils for septic tank systems since leaving the Department some twenty-five years ago. While Mr. Glowacz’s recommendation of conducting four soil borings for one system is not scientifically suspect—although such repetitive testing is not required by any statute, regulation, or DHEC policy—his recommendation that “perc” tests be used to evaluate the property is. “Perc” tests were commonly used prior to the 1980s to evaluate the suitability of soils for septic tank systems; however, since that time, “perc” tests have been widely discredited as a valid method for determining whether a site is suitable for the installation of a septic tank system. See Pet’r Ex. #1, at 3 (“Over time it became evident that satisfactory ‘perc test’ results did not reliably predict the successful performance of septic tank systems and the value of the ‘perc test’ as the basis of system design began to be questioned. . . . Now, the ‘perc test’ is seldom used as the basis for determining a site’s suitability.”). Mr. Glowacz’s continued reliance upon the discredited “perc” test as a method for evaluating a site for a septic tank raises serious concerns about the reliability of his other recommendations and opinions.

Third, and perhaps most critically, it became apparent during the course of his testimony that Mr. Glowacz could offer no competent opinion as to whether the soils at the proposed sites for the septic tanks are suitable for the installation of septic systems. Mr. Glowacz has neither visited the sites for the proposed septic tanks nor conducted any analysis whatsoever of the soils found at those sites. However, as Mr. Glowacz conceded, such on-site evaluation of the particular site and soils in question is necessary to determine whether a site is suitable for the installation of a septic tank system. Accordingly, as Mr. Glowacz acknowledged in his testimony, he cannot provide any competent opinion as to the nature and characteristics of the soils at the specific sites proposed for Hendricks’ septic tanks, and in particular, as to whether those soils are suitable for the operation of a septic system.

Given these deficiencies, I find that Mr. Glowacz’s questionable testimony regarding the proper methods of site evaluation for septic tanks to be of little credibility and his speculative testimony concerning the suitability of the sites in question for septic tank systems to be of no probative value.

6.Based upon the evidence presented by Petitioner in this matter, particularly the testimony of Mr. Maddox and the documents he prepared during the permitting process, I find that the Department properly determined that the proposed sites of Hendricks’ septic tanks meet the minimum site conditions and other septic tank permitting requirements of Regulation 61-56.

CONCLUSIONS OF LAW

Based upon the foregoing Findings of Fact, I conclude the following as a matter of law:

Involuntary Dismissal

At the close of Petitioner’s case, Respondent DHEC moved for an involuntary dismissal of Petitioner’s case on the ground that Petitioner failed to establish that the septic tank permits at issue were improperly granted. Respondent Hendricks joined in this motion. The Rules of Procedure for the South Carolina Administrative Law Court (ALC) do not address the procedure for dismissing a matter at the close of a petitioner’s case. However, ALC Rule 68 allows the South Carolina Rules of Civil Procedure to be applied, where practicable, in proceedings before the Court to resolve questions not addressed by the ALC Rules. Here, Rule 41(b) of the South Carolina Rules of Civil Procedure provides guidance on how to resolve a motion for an involuntary nonsuit; it states:

After the plaintiff in an action tried by the court without a jury has completed the presentation of his evidence, the defendant, without waiving his right to offer evidence in the event the motion is not granted, may move for a dismissal on the ground that upon the facts and the law the plaintiff has shown no right to relief.

The court as trier of the facts may then determine them and render judgment against the plaintiff or may decline to render any judgment until the close of all the evidence. If the court renders judgment on the merits against the plaintiff, the court shall make findings as provided in Rule 52(a)[,SCRCP].

Rule 41(b), SCRCP; see also Rule 52(a), SCRCP (requiring the court, in non-jury cases, to “find the facts specially and state separately its conclusions of law thereon”). In Johnson v. J.P. Stevens & Co., 308 S.C. 116, 417 S.E.2d 527 (1992), the South Carolina Supreme Court further elaborated upon the standard a court, as the trier of fact, should apply in considering a defendant’s motion for an involuntary dismissal:

Under Rule 41 in a nonjury trial, the trial judge clearly may dismiss the action even though the plaintiff may have established a prima facie case. Rule 41(b) allows the judge as the trier of facts to weigh the evidence, determine the facts and render a judgment against the plaintiff at the close of his case if justified.

Id. at 118, 417 S.E.2d at 529; see also James F. Flanagan, South Carolina Civil Procedure 348 (2d ed. 1996). Footnote With the standard for an involuntary nonsuit under Rule 41(b) in mind, and after careful consideration of all of the testimony and documentary evidence presented in Petitioner’s case-in-chief, I find that this case must be dismissed, as Petitioner failed to demonstrate that the Department improperly issued the septic tank permits in question to Hendricks.

As noted above, the sole question before the Court in this matter is whether the septic tank permits issued by the Department to Hendricks meet the applicable statutory and regulatory permitting requirements for such permits. Pursuant to S.C. Code Ann. § 44-1-140(11) (2002), the Department promulgated Regulation 61-56 to regulate the design, construction, and installation of individual sewage treatment and disposal systems, commonly referred to as septic tank systems. See 24A S.C. Code Ann. Regs. 61-56 (1992). Among other provisions, this regulation includes sections governing the application process for septic tank permits, the minimum site conditions necessary for

a septic system, and the minimum size requirements for septic tanks and their drainage systems. See Regulation 61-56(IV)-(VII). The Department based these regulatory provisions upon the recognition that the “[s]afe treatment and disposal of all human and domestic waste is necessary to protect the health of the individual family and the community and to prevent the occurrence of nuisances.” Regulation 61-56(I). Consequently, the only salient contention stated by Petitioner in this matter is its allegation that the permits issued to Hendricks do not satisfy the permitting criteria found in Regulation 61-56, such that, if installed and put into operation, these improperly sited septic tanks run the risk of contaminating surface and ground waters on Hendricks’ property and surrounding properties.

Burden of Proof

Petitioner, as the party challenging the propriety of the issuance of the permits, is the moving party in this matter and, therefore, bears the burden of proof in this case. 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); 2 Am. Jur. 2d Administrative Law § 360 (1994) (same). Accordingly, Petitioner must prove, by a preponderance of the evidence, that the septic tank permits issued to Hendricks by the Department do not meet the requirements of Regulation 61-56, and, in particular, the minimum site conditions required under section (V) of the regulation. See 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).

Petitioner failed to meet this burden. The testimony and documentary evidence presented by Petitioner do not demonstrate, by a preponderance of the evidence, that the sites selected for Hendricks’ septic tanks are unsuitable for the installation of septic systems or that the septic tank permits issued to Hendricks by DHEC fail to satisfy the requirements of Regulation 61-56 in any other particular. In fact, the only credible evidence presented by Petitioner establishes a contrary result—that Hendricks’ property is suitable for septic systems and that Hendricks’ septic tank permits were properly issued by the Department.

Weight and Credibility of Evidence

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 weighing the testimonial and documentary evidence presented and making findings of fact thereupon, this tribunal is guided by several general principles to determine whether a proffer of evidence is sufficient to warrant a finding:

A verdict or finding must be based on the evidence and must be based on the facts proved. Under this well established rule, although difficulty of proof does not prevent the assertion of a legal right, the verdict or finding cannot rest on surmise, speculation, or conjecture. Furthermore, a verdict of the jury or a finding of the court cannot be supported only by guesswork. Also, it has been said that the verdict or finding cannot rest on supposition, assumption, imagination, suspicion, arbitrary action, whim, percentage, or conclusions that are in conflict with undisputed fact.

The evidence on which the verdict or finding is based must be competent, legal evidence received in the course of the trial, credible, and of probative force, and must support every material fact. The decision should be against the party having the burden of proof where there is no evidence, or the evidence as to a material issue is insufficient . . . .

32A C.J.S. Evidence § 1339, at 757-58 (1996) (emphasis added); see also S.C. Code Ann. § 1-23-320(i) (Supp. 2003) (“Findings of fact shall be based exclusively on the evidence and on matters officially noticed.”).

Expert Opinion Evidence

With regard to expert testimony, it is generally recognized that “expert opinion evidence is to be considered or weighed by the triers of the facts like any other testimony or evidence” and that “the triers of the facts cannot, and are not required to, arbitrarily or lightly disregard, or capriciously reject, the testimony of experts or skilled witnesses, and make an unsupported finding contrary to the opinion.” 32A C.J.S. Evidence § 727, at 82-83 (1996). However, the trier of fact may give an expert’s testimony the weight he or she determines it deserves, Florence County Dep’t of Soc. Servs. v. Ward, 310 S.C. 69, 72-73, 425 S.E.2d 61, 63 (Ct. App. 1992), and may accept the testimony of one expert over that of another, S.C. Cable Television Ass’n v. S. Bell Tel. & Tel. Co., 308 S.C. 216, 417 S.E.2d 586 (1992). In weighing such expert testimony, the general principles for determining whether evidence warrants a finding remain applicable; accordingly, “[a]n expert’s opinion which is based on guess, surmise, or conjecture has little evidentiary value, and expert opinion evidence lacks probative force where the conclusions are contingent, speculative, or merely possible.” 32A C.J.S. Evidence § 730, at 87 (1996).

Analysis and Conclusion

Bearing these standards in mind and after weighing all of the testimony and each document presented by Petitioner, I find that Petitioner’s case has no merit. From the testimony of Mr. Maddox, the DHEC environmentalist who evaluated Hendricks’ property for the requested septic systems, and the Department’s documents pertaining to Hendricks’ permits, including the site evaluation forms prepared by Mr. Maddox, it is plain that the locations selected for Hendricks’ septic tank systems meet the minimum site conditions for septic systems under Regulation 61-56(V), particularly as related to the soil texture, depth of soil to rock, and maximum seasonal high water table elevation at the sites, and that the components of the septic systems as permitted meet the sizing requirements of Regulation 61-56(VI)-(VII). Further, the expert testimony presented by Petitioner to the contrary is unpersuasive. Mr. Glowacz’s recommendations as to the proper methods of site evaluation for septic tank systems were largely discredited by his failure to recognize a distinction between agency guidelines and regulatory requirements, despite the significant legal and practical differences between the two, and by his continued recommendation that “perc” tests be used to evaluate soils for septic tanks, despite the fact that such tests have fallen into disfavor and disuse based upon the scientific consensus over the past twenty years that such tests are unreliable for evaluating soils for septic tanks. In short, Mr. Glowacz’s recommendations bespoke his lack of involvement in the septic tank permitting process for the past twenty-five years.

Moreover, Mr. Glowacz’s opinion as to the suitability of Hendricks’ property for the installation of septic systems—to the extent he expressed such an opinion—has no probative value. Generally, “[a]n expert may give an opinion based upon personal observations or in answer to a properly framed hypothetical question that is based on facts supported by the record.” State v. Weaverling, 337 S.C. 460, 474, 523 S.E.2d 787, 794 (Ct. App. 1999). Here, Mr. Glowacz made no personal observations of the soils on Hendricks’ property; he had not visited the property nor had he conducted any examination of soil samples taken from the property, despite his acknowledgment that such on-site evaluation is generally necessary to determine whether a site is suitable for a septic system. And, any hypothetical questions posed to Mr. Glowacz about the suitability of the soils on Hendricks’ property were not based upon the evidence in the record regarding those soils—namely, the testimony and records of Mr. Maddox—but were premised upon Mr. Glowacz’s suppositions, speculations, and suspicions about the nature of those soils. As such, Mr. Glowacz’s answers to those questions are not competent evidence regarding the suitability of Hendricks’ property for the permitted septic tanks.

Petitioner’s case in this matter rests largely upon pure speculation and mere allegation regarding the suitability of the soils on Hendricks’ property, rather than on any demonstrable, concrete evidence as to the nature of those soils. Such a case cannot prevail. As one former jurist explained, “[p]roof of facts is the soul of every trial[:] [i]f there is no need to prove facts, then there is no need for a trial.” Alex Sanders & John S. Nichols, Trial Handbook for South Carolina Lawyers §10:1, at 402 (2d ed. 2001). In reaching a decision in this matter, I am constrained by the record as developed by Petitioner and by the applicable law. See S.C. Code Ann. § 1-23-320(i) (Supp. 2003). And, the record and the applicable law in this case militate only one conclusion—that Petitioner failed to meet its burden of proof in this matter and that Respondents’ motion for nonsuit must be granted.

ORDER

For the reasons set forth above,

IT IS HEREBY ORDERED that Respondents’ motion for an involuntary nonsuit against Petitioner is GRANTED, and this matter is DISMISSED with prejudice.

AND IT IS SO ORDERED.

___________________________________

JOHN D. GEATHERS

Administrative Law Judge

December 15, 2004

Columbia, South Carolina


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