MURPHY CORMIER GENERAL CONTRACTOR, INC. v. STATE of Louisiana, DEPARTMENT OF HEALTH & HOSPITALS, et al., 114 So. 3d 567

GREMILLION, Judge. BThe defendant, the State of Louisiana, through. the Department of Health and Hospitals (DHH), appeals a jury verdict in favor of the plaintiff, Murphy Cormier General Contractor, Inc. (MCGC). For the following reasons, we affirm. FACTUAL AND PROCEDURAL BACKGROUND MCGC manufactures, sells, and installs residential and commercial mechanical sewage treatment plants in Calcasieu and surrounding parishes. In July 2007, MCGC filed a petition for damages and injunctive and declaratory relief against DHH and four of its employees, Dr.

Jimmy Guidry, Glenn Cambre, Dane Thibo-deaux, and Stanley Clause (collectively Defendants). MCGC claimed that it relied on the representation of Dr. Guidry that the revised regulations regarding residential mechanical sewage treatment plants, found in the Louisiana Sanitary Code, would not go into effect until March 31, 2001. Instead, MCGC claimed that Defendants prohibited the installation of sixty-eight residential sewage treatment plants beginning March 1, 2001, resulting in economic loss to the business.

MCGC further alleged that DHH selectively enforced the new provisions, granting its competitors approval to sell and install sewer treatment plants that were not compliant with the new regulations. MCGC also claimed that DHH placed unreasonable require-merits on its commercial mechanical sewage treatment plants that were contrary to law and negatively impacted it business. In September 2007, DHH filed a decli-natory exception of improper venue, urging that venue lay exclusively in the Nineteenth Judicial District Court for the Parish of East Baton Rouge.

Following a March 2008 hearing, the trial court 12denied DHH’s exception of improper venue. In November 2008, DHH filed a motion for

summary judgment, which was denied. It also filed an exception of prescription, arguing that MCGC’s claims were barred by a one-year prescriptive period. Following an August 2009 hearing, the trial court denied DHH’s motions. DHH filed for supervisory writs with this court, which were denied in January 2010. The supreme court further denied writs. Additional extensive pretrial motions were filed by the parties. In March 2011, MCGC filed a partial motion and order to dismiss Thibodeaux with prejudice. MCGC also dismissed Guidry and Clause without prejudice.

Defendants filed a motion to exclude testimony of plaintiffs expert, Daphne Clark. Following a March 2011 hearing, the trial court declined to exclude the testimony. Defendants applied for writs to this court, which were denied. Following a ten-day jury trial in August 2010, both parties moved for directed verdicts on various issues, which were denied. The jury returned a verdict in favor of MCGC in the amount of $7,412,388.00 finding that DHH engaged in wrongful conduct, not subject to an immunity, that damaged MCGC.

The damages awarded consisted of $4,525,846.00 for residential units, $99,560.00 for commercial units, and $2,786,977.00 for loss of business reputation. DHH filed a motion to conform judgment, relying on the statutory cap against state defendants found in La.R.S. 13:5106. The trial court denied the motion. DHH filed a motion for new trial. Following a March 2, 2012 hearing, the trial court denied the motion. DHH now appeals. TISSUES DHH assigns as error: 1.

The trial court committed legal error when it failed to conduct a proper Daubert hearing on DHH’s motion to exclude the testimony of Daphne Clark and when it, consequently, allowed MCGC to introduce Clark’s speculative and flawed damage calculations at trial. 2. The trial court committed legal error when it denied DHH’s exception of prescription and motion to limit damages, and further erred by allowing MCGC to introduce evidence of damages on prescribed claims. 3. The trial court committed legal error when it denied DHH’s motion for

summary judgment, finding that MCGC had a claim for selective enforcement and that DHH was not entitled to discretionary or qualified immunity. 4. The trial court committed legal error when it held that MCGC could legally assert a detrimental reliance cause of action against DHH for exercising its statutorily created powers and regulatory functions. 5. The trial court committed legal error by refusing to apply the statutory cap created by LSA-R.S. 13:5106 to the award for loss of business reputation damages. 6.

DHH’s exception of improper venue should be reexamined, because venue is only proper in East Baton Rouge Parish pursuant to LSA-R.S. 13:5104. FACTUAL BACKGROUND This case involves complex and detailed aspects of both residential and commercial wastewater treatment systems. Wastewa-ter treatment systems are subject to various rules and regulations in the State of Louisiana. Louisiana Revised Statutes 36:258(

B) authorizes the office of public health to act on behalf of the state in protecting the general health of the public: [Ijncluding but not limited to responsibility for the preparation and supervision of the Sanitary Code, local health units, sewage treatment |4and disposal within the state....

It shall also perform those functions of the state provided by law relating to environmental quality and pollution control which are related to the public health and which are specifically assigned to the department, including but not limited to functions relating to the treatment and disposal of sewage within the state, with the exception of those functions assigned by law to the Department of Environmental Quality including, but not limited to, the licensing of sewage sludge transporters or haulers.

Louisiana Revised Statutes 40:4(6) states: In order to protect the public against disease and nuisance resulting from the improper disposal of sanitary sewage, the state health officer shall prepare and promulgate all rules and regulations necessary to insure that adequate conveyance and disposal facilities are provided for all sanitary sewage, private or public, and in such a manner that will prevent the contamination of surroundings which would have an adverse impact on drinking water supplies, recreational waters, aquatic life, and other mechanisms of human exposure to disease.

Standards for the quality of sanitary sewage discharged to the ground surface (ditches, streams, water pools, or other drainage courses), construction of sewerage works, operation of sanitary sewage conveyance, and treatment and disposal facilities shall be included. Such rules and regulations shall not include the licensing of persons engaged in the business or practice of hauling the contents of septic tanks, cesspools, vaults, or similar facilities. Plans and specifications for sewerage works shall be submitted for review and approval to the state health officer or his designee.

Further, La.R.S. 40:5(9) gives the state health officer and office of public health of DHH the “exclusive jurisdiction, control and authority [o]ver the treatment and disposal of municipal or domestic sewage.” Title 51,

Part XIII, of the Louisiana Administrative Code comprises the Sanitary Code and pertains to sewage disposal.

Section 725 governs mechanical wastewa-ter treatment plants (also called aerobic treatment units or ATUs) that are residential in nature. In order to receive a permit to install a residential ATU, all plants approved for installation after March 1, 2001, “shall strictly comply with ^National Sanitation Foundation International Standard, NSF 40-1996 for Residential Wastewater Treatment Systems ... as has been approved by the American National Standards Institute^]” LAC 51: XIII: 725(

D) and (E). A large portion of this case revolves around the

interpretation and application of

Section 729, which is entitled “Pumping Stations” and states in pertinent part: A. When the elevation of a site prevents the use of gravity flow to convey liquid from one location to another, a pumping station [§ 1501.B.19 (Figure 22) ], consisting of a holding tank, pump(s), piping, electrical controls, and other equipment as necessary, must be provided. J. Suitable level control devices for use in the harsh, corrosive environment encountered, shall be provided to control pump operation. The level controls shall provide for the following functions: “pump off,” “pump on,” and “high water alarm.” 4.

The “pump on” level shall be set at elevation to provide a minimum working volume of 10 percent of the average daily design flow of the treatment system. |fi5. The “high water alarm” level shall be set so as to provide for a net storage volume between the “pump on” level and the “high water alarm level” of 10 percent of the average daily design flow of the treatment system. 6. A reserve volume may be provided between the “high water level” and the invert of the inlet pipe to the holding tank, if so desired.

Additionally, the industry often refers to and incorporates what is known as the “10 States Standards.” The 10 States Standards are a comprehensive guide to the design and specifications of wastewater treatment plants. The main issue surrounding the 10 States Standards in this case is

Section 42.33 entitled “Pump Openings” under the subchapter titled “Waste-water Pumping Stations.”

Section 42.33 states: “Pumps handling raw wastewater shall be capable of passing spheres of at least 3 inches (80 mm) in diameter. Pump suction and discharge openings shall be at least 4 inches (100 mm) in diameter.” In Louisiana, wastewater permitting operates as follows: Residential systems (volume less than 3,000 gallons) are reviewed for permits by one of nine regional sanitarians, whereas commercial systems (volume greater than 3,000 gallons) permits are reviewed by DHH. To summarize, regarding its residential units, MCGC claimed that

(1) DHH selectively enforced the requirements of

Section 729, Part J (4 and 5) such that its competitors were not required to increase their holding tank gallon size to accommodate

Section 729’s 10%/10% pumping station requirements and the selective enforcement resulted in extensive loss of business, as MCGC’s costs | substantially increased to meet the requirements, and it lost business as its competitors were still offering the cheaper, smaller tanks. MCGC further claimed that it detrimentally relied on a DHH employee’s promise to extend the date the new requirements would go into effect until March 31, 2001, instead of March 1, 2001. Regarding the residential units, DHH’s primary argument is that

Section 729 only applies to detached pumping stations, and not attached pumping stations. Thus, DHH argues that the 10%/10% requirements did not apply to MCGC’s main competitors who used attached, rather than detached pump chambers, and, therefore, no selective enforcement took place. Regarding its commercial units, MCGC’s complaint is that a DHH employee, Karen Irion, Chief Engineer of DHH, intentionally and in retaliation, caused MCGC to experience long delays in obtaining permits and caused it to change the design of its commercial unit that had been approved and installed by DHH for more than twenty years.

Additionally, MCGC claims DHH harmed its reputation by filing false claims against it with the Louisiana Professional Engineering and Land Surveying Board (LAPELS) and by causing engineering firms to not want to work with MCGC due to the long permitting delays and the complaint with LAPELS. DISCUSSION Venue Louisiana Revised Statutes 13:5104(

A) states (emphasis added): All suits filed against the state of Louisiana or any state agency or against an officer or employee of the state or state agency for conduct arising out of the discharge of his official duties or within the course and scope of his employment shall be instituted before the district court of the judicial district in which the state capítol is located or in the district court having jurisdiction in the parish in which the cause of action arises. |sThe plain language of this statute authorizes the filing of suit in either of two places: the district court of the judicial district of the state capítol or the parish where the cause of action arose.

Venue is a threshold matter that is unrelated to the merits of the case. The supreme court has specifically held that “litigants are required to seek review [of venue rulings] via supervisory writs. Failure to timely file a writ application on a venue ruling amounts to a waiver of any objection thereto.” Land v. Vidrine, 10-1342, p. 7 (La.3/15/11), 62 So.3d 36, 40. The inequities of allowing the losing litigant to make a claim of improper venue after a trial on the merits disregards the legislature’s purpose in creating the venue rules. Id.

DHH admits that it did not seek supervisory writs of the trial court’s denial of its exception of venue. Although DHH argues that the defendant, Dane Thibodeaux, who worked in a regional DHH office in Calcasieu Parish, was much later dismissed, we do not find this action sufficient to suggest that plaintiffs were forum shopping as in Darbonne v. Allied Signal, Inc., 03-527 (La.App. 3 Cir. 11/12/03), 865 So.2d 772, writ denied, 03-3425 (La.2/20/04), 866 So.2d 834. Thus, DHH waived any objection it may have had to venue in Calcasieu Parish. Accordingly, assignment of error six is without merit.

EXPERT WITNESS/Daphne Borderlon Clark Louisiana Code of Civil Procedure

Article 1425(

F) discusses the use of expert witnesses at trial:

(1) Any party may file a motion for a pretrial hearing to determine whether a witness qualifies as an expert or whether the methodologies employed by such witness are reliable under Articles 702 through 705 of the Louisiana Code of Evidence. The motion shall be filed not later than sixty days prior to trial and shall set forth sufficient allegations showing the necessity for these determinations by the court. |9(2) The court shall hold a contradictory hearing and shall rule on the motion not later than thirty days prior to the trial. At the hearing, the court shall consider the qualifications and methodologies of the proposed witness based upon the provisions of Articles 104(

A) and 702 through 705 of the Louisiana Code of Evidence. For good cause shown, the court may allow live testimony at the contradictory hearing. (3)If the ruling of the court is made at the conclusion of the hearing, the court shall recite orally its findings of fact, conclusions of law, and reasons for judgment. If the matter is taken under advisement, the court shall render its ruling and provide written findings of fact, conclusions of law, and reasons for judgment not later than five days after the hearing.

(4) The findings of fact, conclusions of law, and reasons for judgment shall be made part of the record of the proceedings. The findings of facts, conclusions of law, and reasons for judgment shall specifically include and address: (

a) The elements required to be satisfied for a person to testify under Articles 702 through 705 of the Louisiana Code of Evidence. (

b) The evidence presented at the hearing to satisfy the requirements of Articles 702 through 705 of the Louisiana Code of Evidence at trial. (

c) A decision by the judge as to whether or not a person shall be allowed to testify under Articles 702 through 705 of the Louisiana Code of Evidence at trial. (

d) The reasons of the judge detailing in law and fact why a person shall be allowed or disallowed to testify under Articles 702 through 705 of the Louisiana Code of Evidence.

(5) A ruling of the court pursuant to a hearing held in accordance with the provisions of this Paragraph shall be subject to appellate review as provided by law. Louisiana Code of Evidence

Article 702 provides: If scientific, technical, or other specialized knowledge will assist the trier of fact to understand the evidence or to determine a fact in issue, a witness qualified as an expert by knowledge, skill, experience, training, or education, may testify thereto in the form of an opinion or otherwise. An expert’s qualifications are subject to the familiar Daubert review: In State v. Foret, 628 So.2d 1116 (La.1993), the Louisiana Supreme Court adopted the test set forth in Daubert v.

Merrell Dow Pharmaceuticals, Inc., 509 U.S. 579, 113 S.Ct. 2786, 125 L.Ed.2d 469 (1993), regarding proper standards for the admissibility of expert testimony which requires the trial court to act in a gatekeeping function to ensure that any and all scientific testimony or evidence admitted is not only relevant, but reliable. State v. Chauvin, 02-1188 (La.5/20/03), 846 So.2d 697.

To assist the trial courts in their preliminary assessment of whether the reasoning or methodology underlying the testimony is scientifically valid and can properly be applied to the facts at issue, the Supreme Court suggested the following general observations are appropriate: 1) whether the theory or technique can be and has been tested; 2) whether the theory or technique has been subjected to peer review and publication; 3) the known or potential rate of error; and 4) whether the methodology is generally accepted by the relevant scientific community.

Daubert, 509 U.S. at 592-594, 113 S.Ct. 2786, 125 L.Ed.2d 469. In Foret, supra, the court adopted these observations as a helpful guide for our lower courts in considering this difficult issue. Id. Thus, Louisiana has adopted Dau-bert’s requirement that in order for technical or scientific expert testimony to be admissible under La.Code Evid. 702, the scientific evidence must rise to a threshold level of reliability. Daubert’s general “gatekeep-ing” applies not only to testimony based upon scientific knowledge, but also to testimony based on “technical” and “other specialized knowledge.” Kumho Tire Co., Ltd. v.

Carmichael, 526 U.S. 137, 119 S.Ct. 1167, 143 L.Ed.2d 238 (1999); Independent Fire Ins. Co. v. Sunbeam Corp., 99-2181 (La.2/29/00), 755 So.2d 226. The trial court may consider one or more of the four Daubert factors, but that list of factors neither necessarily nor exclusively applies to all experts or in every case. Id. Rather the law grants a district court the same broad latitude when it decides how to determine reliability as it enjoys in respect to its ultimate reliability determinations. Kumho, supra at 526 U.S. 142, 119 S.Ct. 1167, 143 L.Ed.2d 238. State v.

Allen, 41,548, pp. 11-13 (La.App. 2 Cir. 11/15/06), 942 So.2d 1244, 1254-55. State v. Brannon, 07-431, pp. 8-9 (La.App. 3 Cir. 12/5/07), 971 So.2d 511, 517-518, writ denied, 07-2465 (La.5/9/08), 980 So.2d 689. InOur review of the record indicates that it is true that the trial court provided only general reasoning to accept Clark as an expert, which is insufficient to meet the detailed requirements of the fairly recently amended La.Code Civ.P. art. 1425(F). We were unable to find any Daubert analysis by the trial court in the record. The failure to conduct an analysis is considered a legal error. See Robertson v.

Doug Ashy Bldg. Materials, 10-1552 (La.App. 1 Cir. 10/4/11), 77 So.3d 339, writs denied, 11-2468, 11-2430 (La.1/13/12), 77 So.3d 972, 973; Arceneaux v. Shaw Group, Inc., 12-135 (La.App. 1 Cir. 9/24/12), 103 So.3d 1086, writ denied, 12-2732 (La.3/1/13), 108 So.3d 1177. Thus, we must conduct a de novo review of Clark’s testimony. The hearing in which Clark’s qualifications were supposed to be examined took place on March 14, 2011. At this hearing many other pre-trial issues were discussed with only the following colloquy regarding Clark’s qualifications taking place: MR. ACKERMAN: We’ve got prescription.

We’ve got No Right of Action, No Cause of Action. We’ve got — we haven’t even touched the Motion to Exclude Ms. Clarke’s deposition with all of the testimony. It’s almost like we do need an evidentiary Daubert hearing to figure out what she’s going to testify to. I don’t think we’re going to do that today. THE COURT: Which I’m not inclined to exclude her testimony. I read the deposition. She’s got training skills and expertise. She’s got documents galore. Some of those things, I didn’t fully understand, but I’m not embarrassed to say that. And Ms. Hollins, you say that several times.

You say that I’m not following you or you just threw something new at me. And Hunter said he thought that you accused her of actually throwing something at you. I thought that was kind of comical. |12But I’m not inclined to throw her testimony — that’s something we can defer to on the merits during the trial. I’m not going to exclude her. I can tell you that now. I think she’s got data that she relied on. While I say it’s confusing, it was really quite impressive how she would — you know, the things that she considered and the way she developed her opinion.

At the conclusion of the hearing, the trial court formally denied DHH’s motion to exclude Clark’s testimony. After conducting a de novo review of Clark’s qualifications under

Article 1425(F)(4), we find that Clark was qualified to testify as an expert in business valuation, including damages resulting as a loss of market share and that her expertise assisted the jury in determining damages. Clark has been a certified public accountant since 1979 and is also a certified valuation analyst and a certified forensic accountant. She testified that the latter two certifications required passing examinations and years of experience. Defense counsel did not cross examine Clark on any of her qualifications or question her expertise in the area.

Further, we find that Clark’s testimony and use of the market share theory was reliable. Most Louisiana jurisprudence discussing market share deals with claims involving monopolies. Establishing a market share for the purpose of showing a competitor’s monopolization of the industry is frequently litigated. Market share in terms of business valuation has been the subject of litigation, and the term “market share” is easily understood. In Pelts & Skins Export, Ltd. v.

State through the Dep’t of Wildlife & Fisheries, 97-2300 (La.App. 1 Cir. 4/1/99), 735 So.2d 116, writs denied, 99-2036, 99-2042 (La.10/29/99), 748 So.2d 1167, 1168, some of the plaintiffs damages were assessed using a lost market share analysis that was based upon the percentage of tags issued to the plaintiff for its alligator |1sskins. In the context before us, we find that the accounting practice of determining a company’s market share is a reliable methodology in the accounting world. Moreover, Clark described how MCGC’s market share was determined and valued in minute detail.

DHH next argues that Clark’s calculations were flawed. Based on our review of Clark’s testimony, we disagree. Loss of profits is a compensable damage that need only be proved by reasonable certainty. Pelts & Skins Export, Ltd., 735 So.2d 116. DHH claims that Clark’s calculations were “speculative and based on unsubstantiated assumptions and conclusions.” The majority of DHH’s argument centers around the attached versus detached tanks issue, in essence arguing that Clark should not have considered the market share of residential ATUs with attached pump tanks.

We find no error in Clark’s calculations that considered both attached and detached pumps as described further below. Next, DHH claims that future lost profits could not be awarded for a twenty year period. We note that the jury form did not specifically list a

section for “future lost profits” but instead “loss of business reputation.” Additionally, the jury’s award for loss of business reputation is substantially less than the estimated future damages that Clark testified to. Finally, DHH argues that Clark failed to consider MCGC’s subsidiary companies. We disagree. The jury assessed the testimony regarding damages and made its own conclusions based on all of the factors before it. Based on all of the evidence before us, we find no error in the inclusion of Clark’s testimony on these various issues.

The issues pertaining to the appeal of the actual damage awards will be discussed below. Louisiana Sanitary Code I Selective Enforcement Louisiana Sanitary Code 114Here, DHH essentially argues the merits of the case. First, it argues that neither the trial court nor the jury decided the fundamental question of whether

Section 729 of the Louisiana Sanitary Code applied to residential treatment plants (MCGC’s position) or whether

Section 725 applied to residential treatment plants with attached pumps and

Section 729 applied to residential treatment plants with detached pump tanks. MCGC argues that the jury made this factual determination. We agree. The bulk of the substantial testimonial and documentary evidence presented at trial pertained to the application of

Section 729 of the Sanitary Code. DHH cannot now argue that this legal question was not determined by the jury when it specifically noted that it was an issue for the jury to decide. After MCGC’s counsel moved for directed verdict on the issue of

Section 729’s application, counsel for the state stated: “And the Code itself is so in-artfully drawn that it is subject to multiple

interpretations. It’s up to the Jury to look at that and see what their

interpretation of it might be, in relation to Murphy Cormier.” Later DHH’s counsel stated: “And you have heard two manufacturers show how they interpreted it differently. And it made rational sense, at least to me. And that’s up to the Jury to decide if it makes sense to them also.” Moreover, the record is replete with evidence supporting the jury’s finding as noted in the witness testimony reviewed below. GEORGE ROBICHEAUX Robicheaux, a DHH employee for the past thirty-nine years, has been a licensed civil engineer since 1977. For over twenty-five years, he has performed sewage program manager work for DHH.

He was involved in the rewrite of the Sanitary Code under the chairperson of the committee, Russ Radar, the former |1Bchief engineer of DHH. Robicheaux testified that Cormier was asked to serve on the committee, which began working in the late 1980s and continued working through the 1990s. Robicheaux testified that it was his opinion that

Section 729 applied to both attached and detached pumps of residential units. He said that

Section 729 specified minimum tankage capacity requirements. Thus, the pump tankage requirement depended on the size of the treatment unit that amounts to 10% of the average daily-design flow of the treatment system (the pump on level) plus 10% of the average daily design flow of the treatment system (high water alarm level) pursuant to

Section 729. Further, “a reserve volume may be provided between the ‘high water level’ and the invert of the inlet pipe to the holding tank, if so desired.” Thus, a 500 gallon residential unit would require a 100 gallon pump. Robicheaux said that the purpose of the pump (sometimes called a lift chamber or pot belly) is to assist the gravity flow of waste materials leaving the home. He said in recent years that the pumps also supply disinfectant via chlorine or other chemicals. Robicheaux next discussed the treatment plant itself, which has to be certified by a third-party such as the NSF.

He said that the NSF will not inspect a detached pump station and will generally not inspect an attached pump station except as it relates to the structure of the treatment plant. Robicheaux testified: Q. So if Murphy Cormier General Contractors is going to comply with the law and has a 500 ATU system with a pump tank, whether attached or detached, but he’s got chlorine in his pump tank, he has to have 130 gallon capacity, doesn’t he? He has to meet the ten and the ten, and he has to have a reserve for the chlorine; am I correct? A.

That’s the way that I would view it, if I were a manufacturer, in terms of meeting the Code requirements. 1^Robicheaux went on to state that it was “abundantly clear that those percentages were specified as such because of the need to consider variations in sizing of tankage,” i.e., 10% of gallon unit. He said that it was DHH’s job to enforce the new requirements of the law. Robicheaux testified that he became involved when Cor-mier began complaining that the rules were not being enforced against his competitors.

Robicheaux said that his subordinate, Julie Fourrier, an engineer, was investigating Cormier’s complaints. A May 1, 2007 letter composed by Fourrier, to Karen Irion, Chief Engineer of DHH, was submitted into evidence. In the letter, Fourrier requests guidance on how to proceed following an inspection of the pump chamber of Cormier’s competitor that did not meet the requirements of the Sanitary Code.

A September 11, 2006 letter from Four-rier to Irion indicated that Fourrier and another DHH employee, Tom Walton, inspected the Cormier tanks and used a flow meter to measure how many gallons the various pump chambers were. She noted that before the Sanitary Code revisions his tank was 42 gallons; after the revision his tank was 133 gallons, and his competitor’s tank (which Cormier had purchased two years prior) was 58 gallons. A May 7, 2007 letter from Irion to Cor-mier’s competitor, John Pomier of American Wastewater Systems, Inc., was submitted into evidence.

The letter notified Pomier that his B.E.S.T 1 AWS — 500 model was not in compliance with the Sanitary Code and that corrective action was required to increase the pump chamber capacity to 100 gallons. However, Robi-cheaux testified that this letter 117was never mailed to Pomier, in his opinion, because Pomier was a life-long friend of Stanley Clause, a DHH employee. Robicheaux next discussed some letters composed following a meeting in which Irion and Cormier were present. Robi-cheaux said that Irion agreed with Cormier that field sanitarians were not enforcing the Sanitary Code.

Robicheaux opined that DHH knew that Cormier was complying with the Sanitary Code while others were not based on discussions he had with Irion, Founder, and the state engineering board. However, after Cormier filed suit, Robi-cheaux testified that he remembered Irion saying that she would put Cormier out of business. Robicheaux related that Irion began sending out emails in an attempt to shut down Cormier by gathering evidence buttressing her position regarding commercial systems that only two-and-a-half-inch or three-inch pumps were an acceptable size; Cormier used two-inch pumps.

Robicheaux testified that two-inch pumps had been approvéd by the state for more than twenty years in all regions by Chief Engineers before Irion. He said that numerous two-inch pump plans were approved under Irion prior to her decision to require a two-and-a-half to three inch pump. Robicheaux described Irion’s actions at the time as “quite an abrupt departure. It was with much fanfare and with point of acute interest that we assisted on this issue of the two and two-and-a-half inch pump.” Robicheaux next discussed the “trash trap” design of Cormier’s commercial sewage treatment system.

The “trash trap” is a pre-separation or a pre-treatment mechanism used in a commercial sewer treatment system. Robicheaux said that Irion filed a notice of intent to change the regulations in 2010 to require a two-and-a-half-inch pump or grinder in equalization units.

Cormier stated that his opinion 11Rwas never sought and he viewed it as “an attempt to clarify the issue that was evolving on the basis of the complaint and . litigation.” Robicheaux further testified regarding DHH’s promise to Cormier that he would be allowed until March 31, 2001, to get rid of his inventory that would no longer meet the Sanitary Code. He recalled attending a meeting of the Governor’s task force and overhearing the conversation Cormier had with Dr. Guidry in which Cormier was told that he would have until March 31, 2001, to get rid of his inventory.

He stated that Cormier’s attorney was present at the time and had specifically indicated to Dr.- Gui-dry that more time would be needed. When questioned whether the state reneged on that promise, Robicheaux responded affirmatively. Robicheaux further discussed the complaint filed by Irion against Cormier with the Board of Engineering, claiming that Cormier was practicing engineering without a license.

Robicheaux recalled Irion speaking about it, and he stated that “she was proud of the fact that she and others had done that.” Robicheaux discussed the fact that Irion was operating a personal consulting business out of the DHH office; that the Louisiana State Police seized various equipment from her; and that she was dismissed from her duties. Robicheaux testified that a February 28, 2001 letter sent by Cormier’s former attorney, James C. Percy, to Dr. Guidry, referenced the conversation Robicheaux overheard in which Dr.

Guidry said Cormier would have until March 31, 2001, to have his treatment systems be in compliance with the Sanitary Code. Robicheaux also discussed a letter sent to Cormier that was written by Doug Vincent, Chief Engineer, but signed by Dr. Guidry, informing Cormier that he could not sell the smaller tanks and would not be granted an extension. However, |10that letter was not submitted into evidence because it was missing.

Robicheaux said that Irion ordered him to bring her twenty-four boxes of records when they transitioned from one building to another and that he “did observe her effectively destroying the records, putting them into-in the ‘to be trashed’ pile, summarily. Twenty-four boxes, legal, all principally containing the Chief Engineer’s records. And those were the ones that that letter that you, I think, are referring to, likely would have been in.” Robicheaux further discussed the letter, noting that he was the custodian of the records when Vincent was the boss.

He stated that once Vincent was dismissed for cause, he became the effective custodian and that once Irion assumed Vincent’s responsibilities, she ordered him to bring her all of Vincent’s files, “as she expressed it, to cull them, to clean them out because going forward — and these were her words — business would be conducted on her basis, not his, as she decided, not as he decided.” Robicheaux then discussed a September 26, 2006 letter sent to Mr. Cormier by Fourrier. The letter advised Cormier that all. pumping stations must be in compliance and that inspections would be forthcoming.

The letter states in pertinent part (emphasis added): The particular requirements for pumping stations can be found in the Louisiana Administrative Code (LAC) Title 51,

Part XIII,

Chapter 7,

Section 729 which is available for download at http://www. dhh.louisiana.gov/offices/publications. asp?ID=206&Detail=928 This

section applies to any pumping station that is attached by incorporating the chamber in the mold or fabrication process to the individual mechanical plant or manufactured as a separate, detached tank. Robicheaux again stated that when the Sanitary Code was implemented in 2001 there was no doubt that

Section 729 applied to attached and detached pumps. 12flRobicheaux testified that the letter merely reinforced what everyone already knew regarding the application of the Sanitary Code to both types of pumps. Further, he stated that the letter would not have been sent out without all supervisory staff concurring on its contents. JULIE REED FOURRIER Fourrier testified that she began working for DHH in 2002 and worked under the supervision of Robicheaux. She discussed her investigation into Cormier’s complaints that residential sewer treatment plants were being sold that did not comply with the Sanitary Code.

She agreed that residential sewer plants were being sold that did not comply with the Sanitary Code as Cormier alleged. Next, Fourrier reviewed a follow-up letter regarding the measurements that were taken at Cormier’s yard on August 6, 2006. The September 19, 2006 follow-up letter Cormier sent to her essentially asked what she was going to do about the selective enforcement of the Sanitary Code by DHH now that she had seen it with her own eyes. Fourrier then discussed the missing letter in which Cormier was informed that he could not sell the forty-two gallon tanks and would not be granted an extension.

She confirmed that the letter was authored by Vincent but signed by Dr. Guidry. Fourrier further testified that Irion had disposed of many documents. Fourrier said that after she conducted her investigation, Irion told her to prepare a letter to send to the manufacturers. Fourrier confirmed that she authored the September 26, 2006 letter stating that

Section 729 applied to both attached and detached pumps. She further confirmed that the pump chamber had to have a “ten percent and a ten percent working capacity to compare to the amount of the treatment plant[,]” meaning that 10% from the bottom of the tank to when the Ripump kicks on from the float, and then, 10% from that point to the high-water alarm mark. Thus, a 500 gallon tank requires a pump tank (attached or detached) with 100 gallons. She agreed with Robicheaux that extra space for chlorine was necessary, accounting for the extra thirty-three gallons that Cormier has in his pump tank.

Fourrier said that Clause and Cambre knew about the September 26, 2006 letter before it went out. In the letter, manufacturers were given two options: submit plans and specifications or inspection of their system. Fourrier said that American Wastewater (Pomier) was first on the list for inspection and that it failed the inspection as its pump tank was in violation of the Sanitary Code because it was too small. She said that National Wastewater refused to allow her to conduct her inspection.

She drafted the cease-and-desist letter to American Wastewater, and “then after that, everything fell apart.” Fourrier discussed her May 1, 2007 letter to Irion informing her of American Wastewater’s violation. This letter was circulated to Cambre, Clause, Robicheaux, and Vincent. Next, Fourrier drafted the May 7, 2007 cease-and-desist draft letter that she prepared for Irion’s signature. Fourrier said that despite Irion agreeing with her that American Wastewater was in violation of the Sanitary Code, the cease- and-desist letter was never issued to American Wastewater.

She said that she gave it to Irion to proceed up the proper channels, but she did not know what happened after that. Nevertheless, Fourrier testified that American Wastewater’s license was renewed in 2008, 2009, and 2010, even though it was violating the Sanitary Code. When questioned if it was clear to her that the state was selectively enforcing the Sanitary Code, Fourrier answered affirmatively. She stated that she felt it was unfair that Cormier could not get a straight answer from DHH and had |2?to proceed with a lawsuit. She noted that she could not get a straight' answer from her superiors, either.

Regarding Cormier’s commercial systems and the two-inch metering pump, Fourrier said that any time Cormier’s name came up, Irion “would get flustered and would not speak highly of him.” She also knew that his design had been approved by four previous engineers for more than twenty years, but that Irion was going to prevent it. Fourrier testified that although

Section 729 historically applied to both attached and detached pumps, the state then attempted to take the position that

Section 729 did not apply to an attached pump chamber. She stated: ‘Well it did. Then it didn’t. Then they had no answer.” Fourrier said that she never denied any permit based on whether a pump was attached or detached. She also said that through the time she left, permits had been approved regarding residential treatment plants with attached pump chambers of less than a hundred gallons. Regarding commercial units, Fourrier said that the two-inch pump is in the equalization portion of the treatment plant and not in the pretreatment process. The two-and-a-half or three-inch requirement has to do with raw sewerage.

Fourrier testified that Irion twisted the rules in order to deny Cormier permits on his commercial units. GLENN CAMBRE Glenn Cambre, a lawyer, started working for DHH in 1999, and was the Executive Director of the Center for Environmental Health Services for the Office of Public Health, which oversaw sanitarian services, engineering services, the | ^section of environmental, epidemiology, and toxicology and drinking water at the time of trial. Cambre reviewed an October 6, 2006 letter that he sent to DHH Attorney Supervisor, David McCay, requesting advice regarding Cormier’s claims.

Cambre testified that he stopped the cease-and-desist letter from going out to American Waste-water because it was improper proeedurally. Cambre also notarized Irion’s signature in the complaint against Cormier with LAPELS for practicing engineering without a license. Cambre was Irion’s supervisor at the time and was aware of her complaint with LAPELS. He said that the complaint was Irion’s idea, but that he did not override it. He testified that he was aware that the engineering board dismissed the charges against Cormier.

Regarding Irion’s decision not to allow Cormier’s commercial sewer treatment designs that used a two-inch metering pump in the equalization process — Cambre said that the issue came up, and he was aware of it. He then discussed numerous locations all over the state in which Cormier had installed these systems, after approval by local engineers for DHH, with two-inch metering pumps. Cambre next discussed a June 21, 2010 letter that he composed to Cormier which is reproduced here: RE: Required pump sizes in commercial sewage plant equalization basins Dear Mr.

Cormier: I have received and reviewed your letter to me dated June 11, 2010, wherein you request an Administrative Appeal regarding your [ ^contention that LDHH’s requirement of minimum 2.5 (inch mark) pumps (or, alternatively, grinder pumps) in equalization basins is legally impermissible.

I have sought input from our legal department, and they advise me that the Louisiana Division of Administrative Law, which hears all Administrative Appeals related to the Office of Public Health, has no jurisdiction to hear or issue a ruling on such an abstract question, which essentially constitutes a request for Declaratory Judgment. I reiterate and maintain LDHH’s previously stated position that we are on firm legal footing in requiring 2.5 pumps in equalization basins.

LDHH has imposed this requirement statewide for many years, and any instances where it was not required for MCGC’s commercial plants represent either insubordination or oversight on the part of LDHH personnel. We also believe that this requirement is well supported by various provisions in the Ten-State Standards. Nevertheless, in the interest of removing any ambiguity and providing absolute clarity on the issue, we have drafted a Notice of Intent (“NOI”) to appear in next month’s edition of the Louisiana Register. A copy of the NOI is enclosed herewith.

We believe that enactment of this new rule should effectively resolve and put an end to this issue. Cambre denied that all of the engineers who approved all of the units installed over the last twenty years with the two-inch grinder were fired for their insubordination or oversight. However, he said one of them was no longer working for the state, but three who had approved many of Cor-mier’s two-inch grinders still worked for Cambre.

Cambre was questioned if he knew Irion was arbitrarily enforcing something that was not part of the law against Cormier, to which he responded that he knew she did not like Cormier’s design even though the design had been used for more than twenty years. Cambre admitted that DHH withdrew the proposal following a hearing, and the law requiring three-inch metering pumps was never passed. However, the following exchange occurred: Q. They’re denying the permits when there’s no law on the books rationalizing them doing it; am I correct? A. You are correct. 12ñQ. You can explain now, Mr. Cam-bre. A.

The engineers who are reviewing these plans can explain what they’re doing. I’m not an engineer. I’m not going to try to give you the explanation. Cambre was questioned as follows: Q. Would it be correct then to say that as the head of the department, you had a question in your mind as to whether or not 729 applied to an attached pump chamber as of the date of the letter to your attorney? A. Yes, sir. C. RUSSELL RADER Rader, a licensed professional civil engineer, was the Chief Public Health Engineer for DHH from 1991-1997.

He was qualified as an expert in civil, environmental, and sanitary engineering with a sub-expertise in the 10 States Standards of the Louisiana Sanitary Code. Rader chaired the committee to rewrite that portion of the Sanitary Code dealing with sewage treatment plants, which he described as being in turmoil. He stated that both Robicheaux and Cormier participated in the rewrite of the Sanitary Code. The rewrite of

Chapter 13 was completed by mid-1997 before he left to work in West Virginia. Rader was asked if “the State was selectively enforcing or arbitrarily enforcing the Louisiana Sanitary Code of 2001 to the detriment of Murphy Cormier?” He was of the opinion that the Sanitary Code was being selectively enforced. Rader testified: Total inconsistency and being singled out to go after for whatever reason. And especially going over the fact that the agency didn’t know what to do when something was wrong; ignore it. You know, it’s like cheese. Got to cure. Sit there, let it sit there a while.

And the comments by the former Chief Engineer, Karen Irion, was [sic] obviously pointed. It wasn’t pointed at industry. It was pointed at one person, and you don’t do that. That’s a good way to end with big problems. | ^Consistency with everybody. Don’t point out one person as a problem. Next, Rader was asked his opinion as to whether there was arbitrary treatment by DHH with respect to Cormier’s commercial sewer treatment plant design.

He stated as follows: My opinion, based on ANSI requirements, 10 States Standards and Louisiana State Code that the agency was going out and beyond the policies and procedures and approved policies. The State has a system set up that where a policy goes through, is signed and worked its way up through the channels. Goes to State Health Officer. It’s signed off on and given a number. And that is the policy and guidelines. It’s not what I want. It’s not what two or three district engineers or sanitarians want. It’s what the agency through the State Health Officer allowed.

In one of my letters that I sent out was the fact I had checked with our legal counsel. And the only two things enforceable are what’s in 10 States Standards and the Sanitary Code. Policy memos were basically guidances. Anything else written was just off-the-wall and not acceptable because we had some engineers that try to use minutes of previous meetings. Oh, this is what we all want to do. I’m sorry. That not [sic] what the Code and what legal says.

Regarding Cormier’s use of the two-inch metering system in his commercial systems, Rader said the two-inch metering pump was approved throughout his tenure and four others before him and further: All of us [were] very consistent in what we felt that flow equalization in the commercial plants should be capable of passing two-inch solids because it was not addressed flow equalization, in 10 States Standards as to the pump sizing. It was basically what had been done here.

We had probably better than a twenty-year track record that these two-inch metering pumps of flow equalization in commercial plants worked and still continues [sic] to work. Rader said that both attached and detached pumps must meet the Sanitary Code requirements. He said that compliance with the Sanitary Code is required by law. Rader also noted that the 10 States Standard requiring a three-inch metering 127pump applied to raw sewerage only. He said that Cormier’s design pre-treated the raw sewerage via its trash trap, which then leads into a flow-equalization tank. Rader reiterated that

Section 729 applies to pumping stations whether attached or detached. Rader said that Cormier’s design met the 10%/10% mandatory requirements of the Sanitary Code (“shall”) and that Cormier’s design used the discretionary portion between the high water alarm and the inlet valve for the chlorine, thus the extra capacity. Rader stated that Cormier complied with the amendments to the Sanitary Code, while some of his competitors did not. MURPHY CORMIER Cormier testified that he started his business manufacturing sewage systems in 1978 and has testified as an expert on behalf of the state in enforcement actions. He said that he was on the committee that amended the Sanitary Code, especially

Section 729. Cormier said that when he served on the committee, it was well understood that

Section 729 would apply to attached or detached pumps. Cormier said at the time the Sanitary Code was changing he knew it would affect him and that he would have to build new and larger forms to comply with the 10%/10% requirement. He said that the new design was put into place to prevent sewerage back-ups in people’s homes. Prior to the 2001 revisions, Cormier had been manufacturing the smaller forty-two gallon pump tank. Cormier testified that his competitors were not complying with the new regulations. He said that DHH assured him they would investigate and enforce the rules against everyone.

However, that was never done. Cormier testified that he made many complaints with DHH. Finally, he said Fourrier came out to investigate his claims. He described showing her his competitor’s tank and the Inflow meter test he used to show that his competitor’s tank was a little less than sixty gallons. Cormier described how his business operates. He said that he recruits submanu-facturers around the state to build his tanks, as it would be cost prohibitive to ship them due to their weight. He also recruits the installers to put the tanks in for new homeowners.

Cormier said his market share was steadily declining as submanufacturers and installers were able to buy the much cheaper, smaller tanks that were not complying with the Sanitary Code. Cormier’s competitors were not installing the high-water alarms, the controls in the pump tanks, or building them to proper size. Cormier testified about a meeting he had with Cambre and Irion. He said that he asked for Fourrier and Clause to attend the meeting but that Irion told him that she could handle it. Cormier was assured that immediate action would be taken.

Cbrmier said the situation only worsened over the next year, and he was forced to file suit again in July 2007. Cormier stated that after Irion’s deposition was taken and it was discovered that she was operating a business on the side, she turned against him and started in on his commercial units. Cormier described the delays in getting permits.

He said it normally took thirty to forty-five days to get a permit, and then suddenly it started taking him a year because DHH would deny the permit and send back further random requirements based on “unwritten policies.” He said that eventually DHH told him he could not use the design he had used for the past twenty years. Cor-mier testified that he was forced to change his commercial ^systems to use grinder pumps, even though he knew it was going to give inferior treatment to his customers. Cormier next described his long-standing business relationships with engineers and contractors throughout the state.

He said that few want to work with him due to the delays in permitting and because his reputation has been damaged. He testified that he had seventy-six employees, which dwindled to twenty-five to thirty due to the loss in business. He said MCGC’s market share of residential units used to be 50%, and now it is not doing a third of the business that it used to. Regarding commercial units, Cormier said that engineers refuse to do business with him until the matter is settled.

He said that he has lost millions of dollars in business because of the selective enforcement and misapplication of the law on the commercial sewer systems. Cormier then discussed the attempted change in the law to require a three-inch metering pump and the State’s eventual withdrawal of their request to change the law. However, Cormier testified that even though the law was not formally changed, DHH is still requiring that he use grinder pumps in place of the two-inch pumps he formerly used.

Cormier then described seven different projects that he completed for the state of Louisiana with two-inch non-aerated trash trap pumps. Cormier next discussed the March 1, 2001 versus March 31, 2001 implementation of the new rules. Cormier admitted that he did not receive permission in writing from Dr. Guidry to extend the deadline until March 31, 2001, and he knew as of April 2000 that Vincent of DHH was protesting the extension. TREY ALEXANDER Alexander, a professional engineer, testified that he has worked at Associated Design Group since 1996.

Associated Design Group is comprised of [ 3nmechanical and electrical engineers who mostly design mechanical and electrical systems for commercial buildings. Alexander said that Associated Design Group used MCGC for mechanical sewer plants for many years and that Cormier had a reputation for providing a quality product that he stood behind. Alexander said that he reviews successful bids to make sure they meet code and standards and then submits documentation to DHH for review in order to get a permit.

Alexander described an incident involving a school project in which DHH wanted a change in the design, specifically aeration of a trash trap to reduce odors. Cor-mier believed it was a bad design because it causes particles to lift and float into the tank. Alexander said Associated Design Group backed out of the project rather than get in the middle of a dispute or be held responsible for a design that did not work properly. However, he testified that he thought both sides had valid arguments over whether trash traps had to be aerated.

GARY SCROGGS Scroggs, a professional engineer since 1974, testified via videotaped deposition. He said that he worked with Cormier since 2005 doing contract work and had completed about twenty projects for Cormier. Scroggs would receive a design

summary package from Cormier, and he would verify that everything was according to standard and affix his professional stamp to the drawings and plans. Scroggs said that normally when he had to interact with DHH, the questions or comments to proposed plans were predictable and that they were easy to work with. However, he said that DHH suddenly started denying formerly approved items and that DHH was “off-base” and “blockading” the progress of the projects.

He said DHH was inconsistent and changing the rules for no reason. _[^Scroggs described a particular job in Jena, Louisiana, in which a DHH representative out of Alexandria, Chris Soileau, demanded a non-elimbable fence that would have been flat panels of metal at an astronomical cost when six-foot chain link fences were commonly used throughout the area. He further described detailed questions that were posed before the project could be completed that were never required before. He described other situations in which random and arbitrary requirements of substantial cost were imposed on MCGC by DHH.

He said Cormier’s projects were significantly delayed due to these extra requirements.- Scroggs testified that he was affected personally as an engineer because his reputation was being questioned. He said that there were allegations that he was “rubber-stamping” Cormier’s designs, which he denied. He said that eventually he received a letter from the Alexandria office of DHH requiring responses on a letterhead. At the same time, Scroggs said he formed a company, Hummingbird, in order to shield himself personally from liability.

He said thereafter that DHH filed a complaint against him for practicing engineering in the state of Louisiana without having registered Hummingbird. He said that he paid the fine for not having Hummingbird registered, but that the charges against him personally were eventually dropped. Scroggs testified that the problems escalated and worsened as he continued to work for Cormier. He said that he will no longer accept projects from Cormier in the Alexandria area and has, in fact, turned down projects due to the unwarranted scrutiny of the DHH office.

However, he testified that he had no idea if other manufacturers were experiencing similar inconsistencies. BRANDON DUOS Duos, a professional engineer since 2009, was employed by ReCon Engineering (ReCon). Duos testified that he provided the engineering consulting | .^services on a project at a local school in which Cormier won the job. Duos said that he had never worked with Cormier before, but that Cor-mier’s reputation at ReCon was good, and that the installation of the sewer system at the school was expected to be routine. Duos described that from the outset of the project, there was a problem with the pump.

He said DHH wanted him to use a grinder pump, which was not made for his design. Duos said that his investigation into the 10 States Standards and the Sanitary Code revealed that raw sewage requires a two-and-a-half inch pump but that Cormier’s system pre-treated the sewage thus not requiring a grinder. Duos opined that Cormier’s plans met the intended design and were fine. However, he said that DHH would not approve the plans and continued to raise trivial issues. He said that dealing with DHH was “cumbersome.” For instance, Duos said DHH would ask for information that had already been provided.

Duos further testified that “it was actually very comical at times because I was looking at it at my desk and saying, wow, we tried to make an attempt to accommodate something that, in my expertise, it was not something you would want to do.” He said that there was a lot of “back-and-forth” on trivial issues that just delayed the job. Duos testified that this happened repeatedly even though he was sure every time he would send the paperwork back that the permit would be issued.

Instead, DHH would mail a new response with more questions three-to-four weeks later despite his requests to email, phone, or meet in person in order to speed up the process. Finally, Duos said that DHH’s requests caused him “to go outside of the preferred methods of how we would normally want to do this type of work.” In fact, he testified that in his opinion, DHH’s requests were contrary to good engineering design, la{[ODD CORMIER Todd Cormier, Murphy’s son, testified that he became officially employed by MCGC in 1991. At the time of trial, Todd was the Vice President and General Manager of MCGC.

Todd discussed some of the substantial changes that MCGC had to make once the new Sanitary Code went into effect to accommodate the larger pump tank size requirements. He discussed the reduction in business over time based on the “pour schedule” (of the molds) that went from six days a week to two days a week. He testified to the loss of the installers that occurred because they continued buying smaller, cheaper tanks from MCGC’s competitors. Todd said that commercial units had always been approved with the two-inch pumps and then suddenly DHH wanted a grinder.

He said that the grinders are high maintenance and have to be serviced every six months. He then discussed the issue regarding aeration of the trash trap and said that aerating the trash trap would stir up the solids and not let them fall out, defeating the whole design of the system. Todd then discussed the job involving Trey Alexander. Todd said Alexander declined to do the work after all of the previous problems they encountered with DHH.

He discussed various jobs in which permits had been substantially delayed sometimes for more than six months, usually citing the grinder pump or three-inch pumps as the reason. JONATHAN CAUSEY Causey was the Chief Engineer for DHH at the time of trial. He testified that he oversees three major programs: the safe drinking water program; community sewage program; and the operator certification program that certified water and wastewater operators. Causey said that he does not oversee residential | ¾ sewage treatment centers at all, as that

section was moved to the sanitarian services section. Regarding commercial units, Causey said that he began working under Irion in 2006 and eventually took over her position when she was dismissed. Causey said that he became aware of Cormier’s dispute with DHH in disallowing his two-inch equalizer pumps. Causey said that it was his job to interpret the Sanitary Code and that it was determined at the time: That wastewater, that is in an equalization basin, is you know, for what projects and applications that were presented to us at the time, was of the same character quality as raw wastewater.

And therefore, the pump requirements applicable to raw wastewater would also be applicable [to] wastewater in these equalization basins prior to receiving treatment. Causey said that the 10 States Standards references a three-inch solids passage pump with four-inch discharge for pumps handling raw wastewater. However, he said that DHH historically accepted two-and-a-half inch solids passage pumps. Regarding trash traps, Causey said he had never heard of one until shortly after Hurricanes Katrina and Rita, when some were used for FEMA trailer parks.

He said they are not addressed in the 10 States Standards or the Sanitary Code. Causey testified that his office has historically handled trash traps based on Rader’s old memo but that he personally does not “really see much function that it has.” However, he was willing to accept it if the trash trap design was felt necessary by the engineer who was designing the system, but only if the trash trap was aerated to prevent septicity of wastewater.

He said that this policy is not in writing, but he would require that the trash trap be aerated in any projects presented to him | ¡^Regarding extended time for obtaining permits, Causey said that the changes had been statewide due to turnover in engineers and “a lot of problems, in this area, regarding things that had been approved by the original engineer I spoke of, that did not meet Code.... [H]e was enforcing the Code on plans, not enforcing the Code during sanitary surveys, and that is still causing us problems today.” Causey further attributed the permitting delay to increased regulations, increased work load, and decreased work force.

He said that DHH is attempting to have consistency statewide and implementing new software tools. On cross-examination, Causey was questioned about the complaint he filed against Scroggs with LAPELS. He was not aware that the charges against Scroggs, individually, were dropped. Causey was then questioned about a July 23, 2009 email sent to Irion that was submitted into evidence. In that email, Causey informed Irion: I spoke with all our Regional offices to verify what pump criteria they were using for pumps in equalization basins.

The conclusion was that they were in fact applying the pump requirements in Ten State Standards for lift stations (2.5" solids passage or grinder pumps) to equalization basins when pumps were proposed to transfer raw wastewater from the eq chamber to the aeration basin. There were some eq basins such as in the Region 1 area that was just gravity flow from the eq basin to the treatment unit. In fact, Causey admitted that the 10 States Standards required three inches, but he said that DHH allowed two-and-a-half inch solids and grinder pumps on lift stations.

Counsel then questioned him about the 10 States Standards and the

definitions of raw wastewater to show that the 10 States Standards were being misapplied to Cormier because the

section dealing with raw wastewater was separate from that area dealing with equalization basins. Cormier uses equalization basins, and no pump size is required. Causey admitted that Cormier’s lRfitwo-inch metering pump in his equalization basin had been routinely approved by DHH within thirty days of requesting the permit across the state. He admitted that on the job he reviewed, a 2005 FEMA project, he personally approved the use of Cormier’s two-inch metering pump. Causey testified that he helped the DHH attorney draft the proposed rule change.

He essentially testified that the law had been misapplied for the twenty years that Cormier’s two-inch metering pump with trash trap had been approved. In fact, through 2009, 138 of Cormier’s two-inch metering pumps had been approved for use in the state. Causey admitted to physically bringing Irion’s complaint to the LAPELS office. However, he denied knowing the content of the complaint. MICHAEL KELLY VIDRINE Vidrine testified that he had worked for DHH since May 1989 and was currently the program administrator for the on-site wastewater program for DHH. He began his tenure with DHH as a parish sanitarian in St.

Landry Parish and held that position for ten years. He said that his department inspected residential treatment units. Vidrine said that some had pumps attached and some did not, depending on gravity at the particular location. Vidrine became the on-site program manager in October 2010. He said that in 2010, there were about 12,000 residential systems installed.' He testified that

Section 729 of the code did not apply to attached pump stations. He testified that “the Code is not very clear about it, number one, and the — the—the one illustration they have on it is for a detached unit.” Vidrine opined that ANSI certified units with attached pumps did not undergo further review before local sanitarians |,^because the whole unit had been already been certified by ANSI. However, he knew that ANSI did not actually inspect the pumps, only the treatment unit itself.

Vidrine discussed a memo that he sent out across the state to all parish sanitarians on March 2, 2005, that stated in part: With regard to an unrelated matter that came up today as well, please be advised that pump stations requirements apply only to actual pump stations, and not to pumps and pump tanks that are integral to ANSI-approved treatment plant configurations. The requirements for “off’ and “on” and “high water alarm” floats which are required in pump stations, do not apply to these “built-in” pumps and pump chambers.

Vidrine testified that he does not inspect attached pump chambers, but he does inspect detached pump chambers pursuant to

Section 729. Trash traps are not inspected either unless they are on commercial units greater than 3,000 gallons. Vid-rine said that a checklist prepared by DHH engineers is used in the inspection of commercial units. AMANDA LAUGHLIN Laughlin, a licensed professional environmental engineer since 2007, worked as an engineer for DHH for nine years. She initially worked in Lafayette as a plans review engineer, reviewing plans of systems over 8,000 gallons and also complaints relating to sewage systems. She said that plans had to be reviewed within sixty days of submission to the office.

Laughlin noted that very few plans are approved on their first submission. Laughlin testified that any concerns about the plan are addressed in what is called a “comments letter,” which is sent back to the engineer. DHH then awaits a response, and the permit is eventually issued once any issues have been addressed.

Laughlin stated that the 10 States Standards requires a three-inch solids passage, but that DHH “has had a long standing practice of allowing less than that, |SRa two- and-a-half-inch passage or a grinder pump.” However, she was aware that Cormier had numerous plans approved and permitted with only the two-inch equalizer pumps. In fact, she personally had permitted two of them. However, she said it was a mistake on her part. Laugh-lin said that it was overlooked due to larger issues involved in the project. She denied ever being told to obstruct or delay plans that used Cormier’s units.

She further stated that she had denied permits to other manufacturers using two-inch pumps in 2007 and 2009. She said that anytime she runs into a two-inch pump, in an equalization basin, she denies it or requires a two-and-a-half inch pump or a grinder. MICHAEL CAZES Cazes, a professional engineer since 1974, testified that he is the regional engineer for DHH Region Six covering the central Louisiana parishes of Vernon, Rap-ides, Avoyelles, Grant, Winn, Catahoula, Concordia, and LaSalle. Cazes began working for DHH in 1982.

He said that he reviews commercial sewage treatment plants in excess of 3,000 gallons while local parish sanitarians review systems of less than 3,000 gallons. Cazes testified that his office handled the application for permit sent in by Scroggs. He said that one of the engineers in his office who works for him, Chris Soileau, contacted Causey regarding Scroggs’ alleged lack of an engineering license. Cazes said that trash traps are optional, but if they are used, they must be aerated to reduce smell.

He opined that commercial pumps require the passage of two-and-a-half inch solids regardless of where the pumps are located in the system. He said that DHH’s opinion is that a two-and-a-half inch solids passage pump is the minimum regardless of whether a trash trap is a pretreatment. Cazes said he lS3had approved Cormier’s two-inch metering pump in the past, but that it was his error due to oversight. On cross examination, Cazes was presented with two other sites in the region that were approved with use of Cormier’s two-inch pumps.

Cazes did not recall one of them at all, but admitted that one was approved by Soileau. Thus, out of the three plants Cormier had installed in this region, all had a pretreatment trash trap with two-inch metering pumps. KAREN IRION Irion, a professional engineer since 1991, testified that she was the Chief Engineer for DHH from August 2006, until June 2011. From 2000 to 2006, she was the Deputy Chief Engineer for DHH. Irion testified that she was “vaguely familiar” with the complaints made by Cor-mier. She claimed to be unaware of what happened because she “stopped working on anything to do with Mr.

Cormier.” She denied causing delays in Cormier’s permitting and denied making threats to put MCGC out of business. She explained her comments as follows: The answer was, I said, that the — I would nev — nothing DHH would do would — would get rid of these thousands of individual sewage systems going into subdivisions, but that DEQ was going to reduce, or put these individual systems, basically, out of business. And I might have said including systems like Murphy’s, through the total maximum daily load requirements that they are putting in place.

It was a general comment that, because I don’t like those kind of— the way they were putting them in, you know, in groups. Q. So, you have a personal bias against individual residential systems? A. I have an engineering bias against it— Q. Okay. A. —because it’s unsanitary and unhealthy. I don’t like kids playing in ditches with partially treated sewage 140Irion then discussed her consulting firm, KSI Environmental Consultants, which was founded in 1996. She said that she consults with industrial and commercial facilities to help them permit their air, solid or hazardous waste, and wastewater.

Irion said that DHH knew of her consulting business when they hired her in 2000 and allowed her to continue her business as long as the work went to DEQ for approval rather than DHH to avoid a conflict of interest. She said that she did not consult with the manufacturers or installers of residential wastewater treatment plants. Regarding the cease-and-desist letter that Founder composed for her signature, Irion did not remember seeing it or “killing it” as Robicheaux testified. Irion admitted that she had never looked at the issue involving the application of

Section 729 nor had she ever seen a detached or attached pump in person. Cormier’s counsel pointed out that Fourrier’s letter, stating that

Section 729 applied to both types of pumps, went out under Irion’s supervision. She stated: A. Okay. I said that I don’t know that 729 was written for anything, in particular, other than a — a waste-water plant, but that an engineering design would normally incorporate an on-off switch. Q. Right. A. That’s what I said. Q. Attached, detached, you’d have to have a— A. It wouldn’t make— Q. —an on/off switch? A. —any difference. If you have a pump, you should have a level switch. Regarding commercial tanks, Irion admitted she did not know if Cormier or his competitors were complying with the law.

She was then asked about the |41 deposition in which she was questioned about her consulting business. At the deposition, Cormier’s counsel asked for a list of clients that Irion refused to divulge. She said “I thought it was out of bounds, a personal attack against me, and I said so.” Irion claimed that Cormier was persecuting her. She admitted never reading the rules on commercial sewer treatment. She denied having any knowledge of the issue over two-and-a-half-ineh or grinder pumps in equalization basins. She claimed that she was told to stay out of the issue.

Regarding the fact that the engineers working under her stopped accepting Cor-mier’s trash trap commercial design with a two-inch metering pump in the equalization basin after the December 15, 2008 deposition in which Irion was questioned about her consulting business, she stated: A. Oh, okay. I actually wasn’t even aware — we had discussed it. We had been very unhappy with the design. The reason I act is when I get complaints, okay She was asked again and stated: A.

I did not quit accepting them because I imagine that the Regional Engineers looked at the engineering designs and, but they didn’t specifically discuss that with me. And I am surprised that nobody brought it up in our every-other-month video conference, but no— Q. So, you’re telling the Jury you never discussed his designs? A. We did discuss the designs. I didn’t know they had refused them. Irion claimed that Cambre made all the decisions regarding Cormier as she was instructed to stay out of it.

Despite having no involvement and having no knowledge of numerous documents that circulated throughout the DHH office, Irion said she did file a complaint against Cormier with LAPELS because Cormier was having an engineer seal a plan that he did not design. However, she was | ^unaware of the outcome of the complaint. Regarding Cambre’s notarization and knowledge of the complaint, Irion said that she and Cambre had discussed it and , she would not have filed the complaint without his approval.

DANE THIBODEAUX Thibodeaux testified that he has a bachelor’s degree of science in aquatic biology and a master’s degree in environmental science and chemistry and has worked for DHH since 1990. He is an environmental health specialist and has a registered sanitarian’s license. Since 2007, Thibodeaux was the Regional Sanitarian for Region Five that encompasses Calcasieu, Cameron, Allen, Jefferson Davis, and Bureaugard Parishes.

Thibodeaux testified that his office inspects about 90% of the units in the region and that in inspecting the mechanical treatment units in his region, they only inspect detached pump chambers. He said that his office does not inspect attached pump chambers because they are “considered to be part of the ANSI certification.” Thibodeaux discussed complaints that his office received, including those by Cor-mier, regarding the size of the attached pump chambers. Thibodeaux said that he forwarded the complaints to Yidrine and Vincent.

Thibodeaux testified that “[I]t was determined that the systems were approved under ANSI certification and that these systems were not to be looked at for attached pump chambers.” He said that any applications taken prior to March 1, 2001, were allowed to be put in even if they were not ANSI approved or up to current pump size requirements. Thibodeaux also testified regarding the system his office instituted in reviewing treatment systems. He consulted with an engineer and developed a checklist to determine if units were meeting state standards.

Thibodeaux said there has been a tremendous increase in the comments letters issued by DHH in recent |4Syears as DHH continues to look for ways to protect the public’s health. He said he received many complaints that permits were taking too long. Cormier’s counsel then showed Thibo-deaux an email string between himself and Vidrine and copied to Robicheaux, Founder, Vincent dated April 11, 2005. In it, Thibodeaux asked: Hey Doug [Vincent], I’m assisting Allen Parish with a 1500 gpd commercial technology plans review and this system is followed by what I consider a pumping station.

The pumping station will discharge the treated wastewater to an approved outfall path. After reviewing the spec.’s for conformity with Louisiana Administrative Code,

Section 729 (Pumping Stations) it has come to my attention this tank is substantially smaller than the required 20% of the systems treatment capacity (10% for on/off switch and additional 10% for high water alarm). After discussing this matter with Murphy Cormier and Todd Cormier (Murphy’s Son), they stated this is not a pumping station but rather a lift station following a commercial technology treatment system and the requirements are not the same. I told them I would check into this and get back with them.

I need your expertise in distinguishing between the two and if a lift station has different requirements than a pumping station please notify me of where these requirements can be found. As always, THANKS!

Dane Vincent’s reply email stated: Irrespective of the terminology used, there are several distinct categories of pump/lift stations, in line with the following guidelines: 1) Lift stations that are part of a sewage collection system must conform with the requirements for lift stations contained in the 10-State Standards. 2) Final Raw Water Lift Stations and effluent pumping stations serving commercial-grade plants should conform to the 10-State Standard, although, in the past, many of our offices did not force this on small plants (i.e., 10,000 gpd or less). |443)

Section 729 of

Part 13 applies to residential, on-site systems, and should be used as a guide in those instances where no effluent pump is included in the plant design itself, or where the pumping station is not a packaged unit (as in

Section 729, B.). It is my understanding that we have not generally enforced this standard for effluent pumping stations for residential applications, but you will need to obtain input from Mike Vidrine on that. In general, the term “lift station” is utilized when describing pumping facilities in a sewage collection system (as in # 1 above), and the term “pumping station” generally refers to a facility for pumping effluent or storm water runoff. I don’t know whether what you call it makes a difference or should make a difference. Doug Thibodeaux nevertheless said he did understand the application of

Section 729, stating that it applies to pumping stations. He said the April 11, 2005 email was referring only to a 1,500 gallon-per-day commercial system. Based on our review of the evidence, reasonable people could readily conclude that

Section 729 applied to both attached and detached pumps. The only witness qualified as an expert in the Sanitary Code at trial, Russel Rader, testified that it applied to both. Robieheaux, an impressive witness and an author of the rewrite of the Sanitary Code, testified that it was commonly understood that it applied to both. Fourrier’s memo makes it clear that, as a representative of the state, it applied to both. And, even Irion testified that it applied to both. Therefore, reasonable people could easily conclude that

Section 729 applied to both attached and detached pumps. Moreover, even accepting DHH’s position as true that this is a legal issue improperly before the jury, a de novo review would on

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