Findings Of Fact The Department of Transportation, pursuant to its decision to procure certain sewer line cleaning equipment, issued an Invitation to Bid to potential vendors of such equipment. The specifications in that Invitation to Bid which are at issue in this proceeding concern the specified ability of the machine being proposed to vacuum gutters while being driven or, that is, in motion. The other specification at issue was that the machine had to be a standard production model with five of such machines in service for one year prior to May 1988. The sewer line cleaner specified had to have a nine cubic yard capacity. The bids were received, including that of Vac-Con, Inc. and Jet Vac Sanitary Service. The bid results were posted on June 3, 1988, noticing the Department's intent to award the contract for the nine cubic yard sewer line cleaner to Vac- Con, Inc. Jet Vac Sanitary Service timely filed a formal protest of that intended bid award on June 17, 1988. The Petitioner's formal protest was transmitted to the Division of Administrative Hearings and duly came on for hearing. The Petitioner is contending that the Vac-Con model V290 storm sewer line cleaner does not meet the specifications in the Invitation to Bid because it will not vacuum gutters while in motion in the configuration set forth in Vac-Con's published specifications for its standard models. It asserts, in conjunction with this argument, that the alternative configuration proposed by Vac-Con would in effect render this a nonstandard production model of which Vac- Con has not had five in service prior to May 1988, which would represent a departure from the bid specifications and thus result in a non-responsive bid. The Respondent, however, contends that the alternative configuration proposed by Vac-Con is merely an options package to an existing standard production model machine and thus is in conformance with the specification. The Respondent has been advised by Vac-Con that the V290 machine will perform as specified and that at least five machines have been so configured and have been in service for the required one year or greater period. It is stipulated that Jet Vac Sanitary Service was the next lowest bidder after Vac-Con and has standing to protest the Intent to Award. Jet Vac was a responsive bidder. It is also stipulated that the configuration of the model V290 depicted in Vac-Con's promotional material itself will not meet the specifications set forth in Respondent's Invitation to Bid. The dispute is whether the Vac-Con machine, as optionally modified, as proposed by Vac-Con, meets the specification concerning the machine being a standard production model. In response to the Invitation to Bid, Vac-Con, Inc. submitted a bid for its Vac-Con model V290. It accompanied that bid with a written statement of the model specifications which coincided with the specifications required by the Invitation to Bid. It specified, that is, that it would comply with the requirement that the vehicle be able to vacuum gutters while being driven in motion. Jet Vac in turn submitted a bid which was responsive, but it was not the lowest bid. Vac-Con, Inc., in other bids submitted in the past year as well as in its advertising literature, describes the V290 model of sewer line cleaner as one in which the vacuum compressor is driven by the truck engine, that is the engine which provides the motive power to the vehicle. In order to operate the vacuum compressor as described in that literature, the rear axle of the truck has to be disengaged, with the result that the unit cannot vacuum and drive at the same time. This configuration of the V290 model which has the vacuum being operated by the truck engine or chassis engine, is the normal type of unit offered by Vac-Con in its vehicle demonstrations and literature, as recently as one week prior to trial. In order for the V290 to comply with the bid specifications at issue, it must be reconfigured so that the vacuum compressor is run by an auxiliary engine and not the motive power engine. The power available to operate the vacuum compressors which vacuum trash from gutters and so forth, would be reduced from the chassis engine which, in the normal configuration of that model, operates the vacuum compressors. The reconfiguration whereby the vacuum compressors would be run off the auxiliary engine, and not the motive engine, would require a reversal of the V-belt drives used by the normal unit. This alternate configuration would be obvious to the casual observer. The intent of the term "standard production model" in the specifications at issue is to ensure that a machine purchased will have ready availability of manufacturer's replacement parts out of stock. This serves to prevent the purchaser from having to do development work on new models which are not in standard production runs and do not have inventories of spare parts in the manufacturer's stock as yet. Because the alternate configuration of the unit, whereby it would vacuum while moving, running its vacuum equipment off of its auxiliary engine, requires new engineering and reevaluation of the power of the V290's auxiliary motor, the specification language requiring a "standard production model" and requiring that five such units be operational in the field, requires in this instance that five units in the alternate configuration at issue be found to have been in satisfactory field service for one year. The written description submitted by Vac-Con, Inc. in response to the bidding documents, describes a machine which complies with the specification requiring the ability of the machine to vacuum while it is in motion. That description was specially prepared for purposes of this bid. Indeed it is not a machine represented, at the time of the bid, in the company's advertising literature, catalog data or other published brochures and like sources of information in order to verify that indeed Vac-Con did have five units in the alternative configuration in satisfactory service. The Department's representative, Mr. Burt, telephoned individuals whose names had been supplied him by Vac-Con as being persons who could verify that the alternative, which could vacuum in motion with the vacuum blower run off the auxiliary engine, was indeed in service. Using these names supplied him by Vac-Con and names of persons some of those people in turn gave him, who had such altered machines operating in satisfactory service, Mr. Burt telephoned each of the individuals whose names had thus been furnished by Vac-Con and its customers. He thus confirmed that there were indeed at least five units in service in the field, for at least one year, which had the ability to vacuum gutters while in motion, with the vacuum equipment being operated by the auxiliary engine on the machine. The Department has a policy of relying upon the representations of its suppliers. It does not inspect each piece of equipment before it writes a purchase order after awarding a bid. It instead reserves the right to reject any piece of equipment that does not meet specifications, after purchase. The Department does not wish to get into an adversary relationship with its suppliers and, in turn, vendors typically do not want an adversary or unfavorable relationship with the Department and do not want future disqualifications from bidding based upon any lack of integrity or misrepresentations in responding to bid specifications. Accordingly, the representations made on the bidding document have historically been quite accurate and have a high degree of probability of reliability. Hence, the Department has not, in the exercise of its discretion, followed a policy of physically inspecting each piece of equipment and independently verifying its existence or capabilities. It rather has effectively, in the past, relied upon the vendor's representations regarding the capacities or capabilities of equipment. In fact, the Department has neither the staff nor the time to make any further pre-award investigations, especially due to the nationwide market and indeed, to some extent, international market, in which it seeks to procure equipment of all sorts. In any event, being satisfied that the equipment would perform as represented and verifying that at least five such configured machines were in active field service for a year or more, the Department concluded that, in the exercise of its discretion, that the specifications had been adequately responded to and that the award should be made to Vac-Con as lowest, most responsive bidder. Insufficient proof to the contrary was offered at the hearing.
Recommendation Having considered the foregoing Findings of Fact, Conclusions of Law, the evidence of record, the candor and demeanor of the witnesses, and the pleadings and arguments of the parties, it is, therefore RECOMMENDED that a Final Order be entered awarding the contract for Florida DOT Bid Number MY3188B5 to Vac-Con, Inc. DONE and ENTERED this 8th day of December, 1988, in Tallahassee, Florida. P. MICHAEL RUFF Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 8th day of December, 1988. COPIES FURNISHED: Ray Heath William B. Singleton Jet Vac Sanitary Services Post Office Box 186 New Smyrna Beach, Florida 32070 Bruce A. Campbell, squire Senior Litigation Attorney Office of General Counsel Department of Transportation Haydon Burns Building 605 Suwannee Street Tallahassee, Florida 32399-0450 Kaye N. Henderson, P.E., Secretary ATTN: Eleanor F. Turner, M.S. 58 Department of Transportation Haydon Burns Building 605 Suwannee Street Tallahassee, Florida 32399-0450
Findings Of Fact The City has brought this action pursuant to Section 120.56, Florida Statutes, challenging Rules 17-50.015(2)(f) and 17-50.016(2)(f), Florida Administrative Code. Section 120.56(1), Florida Statutes, authorizes any person substantially affected by a rule to seek an administrative determination of the invalidity of the rule on the ground that the rule is an invalid exercise of delegated legislative authority. The Department has stipulated to the City's standing to maintain this action. 4. Rules 17-50.015(2)(f) and 17-50.016(2)(f) were adopted by the Department pursuant to Sections 403.061, 403.101, 403.1823, 403.1832, 403.1838 and 403.804, Florida Statutes. No disputed issues of material fact exist between the parties.
The Issue The issue to be determined is whether Respondent held himself out as a certificate holder in violation of section 468.629(1)(a), Florida Statutes, and if so, what penalty should be imposed?
Findings Of Fact Petitioner is the state agency charged with the licensing and regulation of building code administrators and inspectors pursuant to section 20.165 and chapters 455 and 468, Part XII, Florida Statutes. At all times material to the allegations in this case, Respondent was licensed as a standard inspector in Florida, having been issued license number BN 5106. Respondent also held provisional licenses as a plumbing inspector and a mechanical inspector. Both licenses expired on January 24, 2009. Respondent's license as a standard inspector did not permit him to perform plumbing or mechanical inspections. Therefore, after January 24, 2009, he was not authorized to perform them. From February 3, 2003, to October 20, 2009, Respondent was employed by Wakulla County as a building inspector. The Wakulla County Building Division uses inspection cards to track information related to permits and inspections on permitted building projects. While these information cards are not required by state law, the information is a useful tool for the building division and inspectors were expected to complete them. An inspector's initials next to a particular inspection on an inspection card indicate that the inspector identified by initials performed the applicable inspection. If an inspector fails to sign the card when an inspection is completed, the card might be updated by another inspector who, after confirming the inspection had taken place, would initial for the other inspector and then put his or her own initials in parenthesis. For example, if Respondent conducted a framing inspection, he would identify the type of inspection in the "type" column and in the column titled Inspect., would put OKRN. If he failed to sign the inspection card and someone confirmed that he had performed the inspection, the notation would read, OKRN (CI). A permit was issued for a mechanical upgrade at an existing church located at 953 Sopchoppy Highway. On April 23, 2009, Respondent signed the inspection card indicating that he had performed the re-inspection of the project. A permit was issued on March 31, 2009, to install plumbing in an existing commercial building located at 2500 Crawfordville Highway. Respondent signed the inspection card for two separate inspections: the rough slab on April 1, 2009, and the final inspection on July 29, 2009. On April 23, 2009, a permit was issued to install plumbing in existing restrooms at a building located at 1362 Old Woodville Highway. On April 24, 2009, Respondent signed the inspection card indicating that slab plumbing inspection had been performed and the work had passed inspection. On June 22, 2009, a permit was issued to install plumbing for a building at 71 Riverside Drive. On June 23, 2009, Respondent signed the inspection card indicating that the rough plumbing inspection had been performed and the work had passed inspection. Respondent's provisional mechanical and plumbing inspector licenses had already expired at the time that he signed the inspection cards identified above. Respondent did not advise his supervisor, Luther Council, when his provisional plumbing and mechanical inspector licenses expired. Mr. Council testified that he, rather than Respondent, actually performed all four of these inspections and that Respondent simply signed the inspection cards. Respondent's employment with Wakulla County was terminated on October 20, 2009. On November 25, 2009, a complaint was opened by the Department of Business and Professional Regulation, alleging a possible violation of section 468.629(1)(a), Florida Statutes. The complaint was assigned DBPR Case Number 2009-061682. On December 1, 2009, Respondent was notified by letter of the complaint filed against him, and was given an opportunity to file a response to the complaint. A memo was generated on January 29, 2010, regarding the April 14, 2010 probable cause panel meeting. DBPR Case Number 2009-061782 was listed on this memo, under a category described as "Cursory Reviews." No evidence was presented to indicate what directions were given regarding the complaint by the probable cause panel, or whether the April meeting actually took place. Probable cause was found June 9, 2010.
Recommendation Upon consideration of the facts found and conclusions of law reached, it is RECOMMENDED that the Florida Board of Building Code Administrators and Inspectors dismiss the Administrative Complaint in its entirety. DONE AND ENTERED this 28th day of December, 2010, in Tallahassee, Leon County, Florida. S LISA SHEARER NELSON Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 28th day of December, 2010. COPIES FURNISHED: Elizabeth F. Duffy, Esquire Department of Business and Professional Regulation 1940 North Monroe Street, Suite 42 Tallahassee, Florida 32399-2202 Richard Larry Noles 62 Quail Run Crawfordville, Florida 32327 Robyn Barineau, Executive Director Building Code Administrators and Inspectors Board Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-2202 Reginald Dixon, General Counsel Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-2202
The Issue The issues in these cases are whether the allegations of the administrative complaints are correct, and, if so, what penalty, if any, should be imposed.
Findings Of Fact The Petitioner is charged with responsibility for regulation of the practice of engineering within the State of Florida. At all times material to these cases, the Respondent has been licensed by the State of Florida as a professional engineer holding license PE40904. At the hearing, the Petitioner presented the testimony of Joseph Berryman, P.E., a professional engineer licensed by the State of Florida. Mr. Berryman was accepted as an expert in structural engineering design, including aluminum structure design. Mr. Berryman's testimony regarding deficiencies in the Respondent's design of the projects referenced herein was clear and persuasive. In response, the Respondent testified that the referenced projects met applicable professional standards, including load and stress standards. The Respondent's primary engineering experience has apparently been in the realm of civil, not structural, engineering. According to Mr. Berryman, the Respondent's calculations included material errors, reflected structural elements other than those identified in the design documents, and revealed misunderstanding and misapplication of engineering precepts. The Respondent's testimony has been rejected. Mr. Berryman's testimony has been credited. DOAH Case No. 12-1635PL (Del Vecchio) On October 7, 2011, the Respondent signed, sealed, and dated a one-page structural engineering design document for construction of an aluminum screen swimming pool enclosure located at "3611 Throle" in Rockledge, Florida (the "Del Vecchio" project). The document failed to include elements and information required by the Florida Building Code (FBC) and by the Petitioner's rules. The document failed to identify the height of the mansard rise, failed to detail a proper end connection between diagonal roof bracing and the frame of the structure, failed to identify the size of the "K-bracing" elements included in the design, failed to indicate the size of the corner columns or to show a corner column section, and referenced a design element that had been superseded elsewhere in the document. Additionally, the frame spacing dimensions set forth on the document failed to conform to the width of the proposed structure. Because the material to be used in construction of the proposed structure was aluminum, the applicable design standard is set forth in Chapter 20 of the FBC and the Aluminum Design Manual (ADM). The standard requires that every element in the structure must be so proportioned as to resist the applied loading without exceeding the allowable stress for the construction material and without exceeding the allowable stress for each specific element of the structure's construction. Mr. Berryman reviewed the project proposed in the document for compliance with the standard set forth in the ADM and determined that the proposed structure (specifically the proposed roof beams, columns, and purlins) would not be sufficient to comply with applicable stress and load requirements. Mr. Berryman's analysis of the design proposed by the Respondent has been fully credited. The Respondent's preparation of the design document for the Del Vecchio project demonstrated a lack of due care in the practice of engineering and a lack of due regard for professional engineering standards. DOAH Case No. 12-1636PL (Nunez) On September 20, 2011, the Respondent signed, sealed, and dated a three-page structural engineering design document for construction of an aluminum screen swimming pool enclosure located at 4128 Southwest 102nd Lane Road, in Ocala, Florida (the "Nunez" project). The document failed to include elements and information required by the FBC and by the Petitioner's rules. The document failed to identify the height of the mansard rise and failed to detail a proper end connection between diagonal roof bracing and the frame of the structure. Because the material to be used in construction of the proposed structure was aluminum, the applicable design standard is set forth in Chapter 20 of the FBC and the ADM. The standard requires that every element in the structure must be so proportioned as to resist the applied loading without exceeding the allowable stress for the construction material and without exceeding the allowable stress for each specific element of the structure's construction. Mr. Berryman reviewed the project proposed in the document for compliance with the ADM and determined that the proposed structure (specifically the proposed roof beams, columns, purlins, cable bracing, anchor bolts, and gusset plates used in a roof beam splice) would not be sufficient to comply with applicable stress and load requirements. Mr. Berryman's analysis of the design proposed in the Respondent's document has been fully credited. The Respondent's preparation of the design document for the Nunez project demonstrated a lack of due care in the practice of engineering and a lack of due regard for professional engineering standards. DOAH Case No. 12-1637PL (Dunaway) On September 8, 2011, the Respondent signed, sealed, and dated a three-page structural engineering design document for construction of an aluminum screen swimming pool enclosure located at 8538 Southwest 135th Street, in Ocala, Florida (the "Dunaway" project). The document failed to include elements and information required by the FBC and by the Petitioner's rules. The document failed to identify the height of the gable rise, failed to detail a proper end connection between diagonal roof bracing and the frame of the structure, failed to indicate the size of the corner columns or to show a corner column section, and failed to identity the metal alloy of a clip used at a detailed shoulder connection. Because the material to be used in construction of the proposed structure was aluminum, the applicable design standard is set forth in Chapter 20 of the FBC and the ADM. The standard requires that every element in the structure must be so proportioned as to resist the applied loading without exceeding the allowable stress for the construction material and without exceeding the allowable stress for each specific element of the structure's construction. Mr. Berryman reviewed the project proposed by the Respondent's design document using the information set forth in the ADM and determined that the proposed structure (specifically the proposed roof beams, columns, and shoulder connection fasteners) would not be sufficient to comply with applicable stress and load requirements. Mr. Berryman's analysis of the design proposed in the Respondent's document has been fully credited. The Respondent's preparation of the design document for the Dunaway project demonstrated a lack of due care in the practice of engineering and a lack of due regard for professional engineering standards.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Florida Board of Professional Engineers enter a final order reprimanding the Respondent, placing the Respondent on probation for a period of two years under terms and conditions deemed appropriate by the Petitioner, and imposing a fine of $6,000 against the Respondent. Additionally, the final order should prohibit the Respondent from the practice of structural engineering until the Respondent submits to the Petitioner proof of his successful completion of an appropriate examination to be designated by the Petitioner. DONE AND ENTERED this 29th day of August, 2012, in Tallahassee, Leon County, Florida. S WILLIAM F. QUATTLEBAUM Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 29th day of August, 2012. COPIES FURNISHED: John Jefferson Rimes, III, Esquire Florida Engineers Management Corp. 2639 North Monroe Street, Suite B-112 Tallahassee, Florida 32303 Scott Guy Campbell Apartment 805 250 58th Street, North St. Petersburg, Florida 33710 Zana Raybon, Executive Director Board of Professional Engineers Department of Business and Professional Regulation 2639 North Monroe Street, Suite B-112 Tallahassee, Florida 32303-5268 Michael Flury, Esquire Office of the Attorney General The Capitol, Plaza Level 01 Tallahassee, Florida 32399-1050 J. Layne Smith, General Counsel Department of Business and Professional Regulation Northwood Centre 1940 North Monroe Street Tallahassee, Florida 32399-0792
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following relevant facts are found: Several years prior to1978, petitioner General Development Corporation (GDC) applied to the DER for a dredge and fill permit to remove a plug of land between the Ocean Breeze Waterway and the North Fork of the St. Lucie River. During the course of negotiations for this permit, it was discovered that the North Port St. Lucie Sewage Treatment Plant, owned and operated by General Development Utilities, Inc., a wholly-owned subsidiary of the petitioner, was operating without a permit from the DER and discharging effluent into a ditch which flowed into the Ocean Breeze Waterway. In March of 1978, a temporary operating permit was issued for the sewage treatment plant. In July of 1978, petitioner received from the DER Permit No. 253.123- 1031 to dredge an area approximately 800 feet in length, 90 feet in width and 6 feet in depth in order to connect the Ocean Breeze/Sagamore Waterways to the dead end oxbow of the North Fork of the St. Lucie River. The permit application was given special consideration pursuant to Rule 17-4.28(7), Florida Administrative Code. The purpose for obtaining the permit was to create direct navigable access to the North Fork of the St. Lucie River from thee Ocean Breeze Waterway. The Ocean Breeze Waterway was and is currently connected to the North Fork of the St. Lucie River by a narrow, shallow, meandering creek and lake system. However, there is not a large enough opening to allow the type of navigable access desired by the petitioner for the benefit of 118 lots plotted along the Ocean Breeze and Sagamore Waterways. Among the seven particular or special conditions attached to the dredge and fill permit issued to petitioner was that the earthen plug not be removed until such time as a permanent operational permit was issued for the sewage treatment plant owned and operated by General Development Utilities, Inc. More specifically, petitioner agreed to the following special conditions to the issuance of the dredge and fill permit: "(7) The applicant is aware that the GDC Utilities' sewage plant is providing an unknown quantity of discharge into Ocean Breeze Waterway and that this discharge may be a source of pollution to the receiving body of water unless affirmative steps are taken by the Utilities. The sewage treatment plant is currently operating under a Temporary Operating Permit (TP56-4601). In no case shall the plug at Cove Waterway be removed before an Operation Permit for the STP has been issued by the Department of Environmental Regulation." At time of issuance of the dredge and fill permit, DER personnel considered the quoted special condition number 7 to an integral part of the permit in terms of water quality assurances. General Development Utilities, Inc. has not been able to obtain a permanent operational permit from the DER for its sewage treatment plant which discharges into a ditch that flows into the Ocean Breeze Waterway. Therefore, particular condition number 7 has not been satisfied and petitioner has been unable to proceed with the dredging or removing of the plug under the permit. As a result of the delays in removal of the plug, petitioner has had to repurchase some 41 of the 118 plotted lots. The sewage treatment plant was and is still operating under a temporary permit. General Development Utilities, Inc. has requested a permanent operational permit for the sewage treatment plant and DER has issued a letter of intent to deny such a permit. As a result, General Development Utilities has petitioned DER for site specific alternative criteria pursuant to Rule 17-3.031, Florida Administrative Code. This matter is the subject of a separate proceeding currently being held in abeyance pending a determination of alternative criteria. General Development Utilities, Inc. v. Department of Environmental Regulation, DOAH Case No. 81-177. In September of 1980, petitioner sent a letter to DER requesting that special condition number seven be removed from its dredge and fill Permit No. 253.123-1031. It was intended that this request be considered as a minor modification to the dredge and fill permit. In response, DER's Chief of the Bureau of Permitting, Suzanne P. Walker, informed petitioner by letter dated October 15, 1980, that it was the staff's initial reaction, after a review of the original dredge and fill permit file, that the requirement that the sewage treatment plant obtain a permanent operational permit prior to dredging remain as a condition of the dredge and fill permit. Petitioner was informed that if it wished to pursue the matter further, the project must be reevaluated as a major modification to the dredge and fill permit. A major modification to a permit requires a new permit application and fee and is treated and processed as an initial application for a permit, with the applicant being required to provide reasonable assurances that the water quality standards will not be violated. Upon request for a minor modification, DER simply reviews the file and determines whether the request is obviously environmentally insignificant. After receipt of the letter from Mrs. Walker, petitioner supplied DER with additional water quality data. Based upon this additional data, discussions with DER staff who had been involved with the initial dredge and fill permit and the sewage treatment plant permit, and two days of sampling data collected by DER, DER determined that particular condition number seven was an integral part of the affirmative reasonable water quality assurance provided and should remain a condition of the permit. This determination was communicated to petitioner by letter dated January 7, 1981. The sewage treatment plant discharges treated effluent into a drainage ditch known as C-108. Effluent from the plant first goes into holding or retention ponds. Under its current flow, it takes about forty days for the effluent to be discharged from the plant to C-108 and the Ocean Breeze Waterway. C-108 flows into the Ocean Breeze Waterway, an artificial waterway which is presently connected to the North Fork of the St. Lucie River by a narrow, shallow meandering creek and lake system. The sewage treatment plant currently operates at 300,000 gallons per day but has an authorized capacity to operate at two million gallons per day. It currently contributes approximately two percent of the total daily flow to C-108. The Ocean Breeze Waterway and C-108, independent of the sewage treatment plant, drain approximately 4,000 square acres and produce about 35 percent of the water that will flow into the North Fork. The North Fork is tidal, with four one foot tides per day. The tidal action comprises almost 63 percent of the moving water. At a two million gallons per day discharge, the wastewater plant would be contributing about 12 percent of the water that would be going into the North Fork from the Ocean Breeze Waterway system. In comparison with two adjacent drainage systems, the Ocean Breeze system contributes only about three percent of the fresh water which flows into the North Fork. The dissolved oxygen levels of C-108 are chacteristically below the state standard of five milligrams per liter, primarily due to the seepage of ground water into the canal. Due to man-made alterations and to natural phenomena, the North Fork's dissolved oxygen levels also characteristically fall below state standards. The dissolved oxygen level of the Ocean Breeze Waterway is characteristically above state standards. Higher levels of dissolved oxygen coming from the sewage treatment plant improves the dissolved oxygen levels of the existing system. High levels of nitrogen, phosphate and chlorophyll have been found near the point of discharge. The quality of water in the North Fork is better than in the Ocean Breeze Waterway. It was the opinion of petitioner's experts that no change in dissolved oxygen levels would occur in the Ocean Breeze Waterway or the North Fork if the plug of land between these water bodies were removed. Petitioner's witnesses also opined that the Ocean Breeze/C-108 system was not a source of nutrient enrichment to the North Fork, and that the present creek system provided no water quality benefits in the form of nutrient uptake for the North Fork. It was estimated that, if the plug of land were removed pursuant to the permit, a pollutant placed at the upper end of the Ocean Breeze Waterway would be diluted by 98 percent in 26 hours in lieu of the present 39 hours due to increased flushing. These opinions were based upon analyses by petitioner's witnesses of various samplings and data regarding dissolved oxygen, nutrients and phytoplankton. The respondent's witnesses felt that the poor water quality in the Ocean Breeze Waterway was attributable in large part to the sewage treatment plant discharge and, if the plug of land were removed, the water quality problems would be moved to the North Fork and the St. Lucie River. It was felt that the present creek and lake system -- the narrow circuitous connection presently existing between the canal and the river -- reduces the nutrients which otherwise would flow into the river. These conclusions were based upon DER's own survey, a review of the dredge and fill permit file and a review of the additional data supplied by the petitioner General Development Corporation. No data regarding the water quality of the effluent from the sewage treatment plant was submitted by the petitioner at the time of DER's review of the original application for the dredge and fill permit.
Recommendation Based upon the findings of fact and conclusions of law recited herein, it is RECOMMENDED that the request of General Development Corporation to modify Permit Number 253.123-1031 by removing particular condition number seven be DENIED. Respectfully submitted and entered this 14th day of October, 1981, in Tallahassee, Florida. DIANE D. TREMOR, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 14th day of October, 1981. COPIES FURNISHED: Valerie Fravel Corporate Counsel General Development Corp. 1111 South Bayshore Drive Miami Florida 33131 Alfred J. Malefatto Assistant General Counsel Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301 Honorable Victoria Tschinkel Secretary, Department of Environmental Regulation 2600 Blair Stone Road Tallahassee, Florida 32301
Findings Of Fact Petitioner is a candidate for licensure as a professional engineer. Petitioner took the licensure examination in October, 1992, and received an overall score of 68.10. The minimum passing score for the exam was 70. The examination used by the Department is a nationally recognized test administered and graded by the National Council of Examiners for Engineering and Surveying (NCEES). The scoring plan utilized by NCEES in this case provided, in pertinent part, that the score of 4 would be given where the applicant's response showed more than rudimentary knowledge but was insufficient to demonstrate competence. Petitioner received the score of 4 on problem #120 and felt his answer should have received a higher grade. To receive a score of 6 on problem #120, Petitioner's solution would have shown minimum competence by indicating the required volume of solids taken as the required volume of fill with all other analysis and computations being correct. According to the scoring plan, only "modest" errors in cost analysis or volume analysis computations are permitted to receive a grade of 6. Petitioner admitted that his calculation of volume on problem #120 was incorrect, but felt that since the error was only 10-15 percent, such error was reasonable given that he had correctly analyzed the majority of the problem. Petitioner's calculations for problem #120 were approximately 5900 cubic yards from the correct answer. Since Petitioner's volume calculations were incorrect, no credit was given for the cost analysis. Petitioner's error was not a "modest" miscalculation as set forth by the scoring plan.
Recommendation Based on the foregoing, it is, hereby, RECOMMENDED: That the Department of Business and Professional Regulation, Board of Professional Engineers, enter a final order denying Petitioner's challenge to the professional engineer examination administered in October, 1992. DONE AND RECOMMENDED this 19th day of August, 1993, in Tallahassee, Leon County, Florida. JOYOUS D. PARRISH Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 19th day of August, 1993. APPENDIX TO RECOMMENDED ORDER, CASE NO. 93-2652 Rulings on the proposed findings of fact submitted by the Petitioner: Paragraph a) is rejected as contrary to the weight of the evidence. Paragraph b) is rejected as contrary to the weight of the evidence. Paragraph c) is rejected as irrelevant. Paragraph d) is rejected as irrelevant. Rulings on the proposed findings of fact submitted by the Respondent: 1. Paragraphs 1 through 5 are accepted. COPIES FURNISHED: Ali Khalilahmadi 12755 S.W. 60 Lane Miami, Florida 33183 Vytas J. Urba Assistant General Counsel Department of Business and Professional Regulation 1940 North Monroe, Suite 60 Tallahassee, Florida 32399-0792 Jack McRay Acting General Counsel Department of Business and Professional Regulation 1940 North Monroe, Suite 60 Tallahassee, Florida 32399-0792 Angel Gonzalez Executive Director Board of Professional Engineers 1940 North Monroe, Suite 60 Tallahassee, Florida 32399-0755
The Issue Whether Petitioner is entitled to licensure by endorsement, pursuant to Section 489.115, Florida Statutes (2003).
Findings Of Fact On or about April 4, 2003, Petitioner applied for a certified plumbing contractor's license by endorsement. Applicants who seek a licensure by endorsement must have passed an examination that is substantially equivalent to the examination given in Florida or hold a license in another state or territory of the United States where the criteria for issuance of the license is substantially equivalent to Florida's criteria. At all times relevant to this proceeding, Petitioner was licensed or certified as a plumber in Georgia, Alabama, and Tennessee. For the purpose of his application for licensure by endorsement, Petitioner submitted information to the Board regarding the examination he took in Georgia. Petitioner was not precluded from submitting information regarding the examinations he took in Alabama and Tennessee. However, Petitioner submitted the information regarding the examination he took in Georgia because it was the one he had taken most recently. Georgia gives three different plumbing examinations and issues three different plumbing licenses. One examination is for a journeyman's license. Another examination is for a Class I restricted plumbing license. Still, another examination is given for a Class II unrestricted plumbing license. In order to obtain his plumbing license in Georgia, Petitioner successfully completed the Class I Restricted Georgia Examination (Georgia Examination). Florida issues only one certified plumbing contractor's license and that license is the equivalent of Georgia's Class II unrestricted plumbing license. To meet the examination requirement for licensure as a plumber in Florida, an applicant must successfully complete the Certification Examination for Plumbing Contractors (Florida Examination or Certification Examination for Plumbing Contractors). Stephen Allen, a psychometrician employed by the Department of Business and Professional Regulation, evaluated the Georgia Examination to determine if it were substantially equivalent to the Florida Examination. In determining whether the Georgia Examination and the Florida Examination were substantially equivalent, Mr. Allen considered and compared the material covered; the emphasis placed on various topics; the actual content of the examinations; the general characteristics of the examination; the number of questions; the amount of time allowed to complete the examination; the weight given to various areas or categories of the examinations; and the method of measuring knowledge in the various content areas. Based on a comprehensive review and analysis of the Georgia Examination and the Florida Examination, Mr. Allen properly determined that the Georgia Examination was not substantially equivalent to the Florida Examination. The area in which the examinations are significantly different is the isometric area or category. First, the relative weight on the isometric area of the examinations varies greatly. On the Florida Examination, the weight given to the isometric area is 31 percent. On the Georgia Examination, the weight given to the isometric area is, at most, only 6 percent. Second, the knowledge of isometrics is measured differently on the examinations. The Florida Examination requires that the candidate demonstrate knowledge of isometrics by having the candidate draw five different isometric drawings, which show the room's plumbing based on the fixtures to be installed. The five drawings are graded on legibility, orientation, flow, angles, piping, labeling, and vents. The Georgia Examination is a multiple choice examination and measures knowledge of isometrics by the candidate's selecting the correct answer from four possible answers. The Georgia Examination successfully completed by Petitioner to obtain his master plumber's restricted license is not substantially equivalent to the Florida Examination. Petitioner is ineligible for licensure by endorsement because the examination he took in Georgia is not substantially equivalent to the Florida Examination.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Construction Industry Licensing Board enter a final order denying Petitioner's application for licensure by endorsement. DONE AND ENTERED this 15th day of December, 2003, in Tallahassee, Leon County, Florida. S CAROLYN S. HOLIFIELD Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 15th day of December, 2003. COPIES FURNISHED: Barbara Rockhill Edwards, Esquire Department of Legal Affairs The Capitol, Plaza Level 01 Tallahassee, Florida 32399-1050 William Lantrip 927 Lakewood Drive Dunedin, Florida 34698-7218 Timothy Vaccaro, Executive Director Construction Industry Licensing Board Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-0792 Nancy Campiglia, General Counsel Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-2202
Findings Of Fact The State of Florida Department of Environmental Regulation is the administrative agency of the State of Florida charged with the duty to protect the water resources of the State and to administer and enforce the Florida Water Resources Act of 1972, embodied in Chapters 373, Florida Statutes, as well as the rules promulgated thereunder. The St. Johns River Water Management District is a unit of government established by Chapter 373, Florida Statutes, also charged with the duty to administer and enforce that chapter and related rules. The Department of Environmental Regulation, pursuant to Section 373.103, Florida Statutes, and Section 317.104(8), Florida Administrative Code, has delegated to the District the power and authority to administer and enforce Part III of Chapter 373, Florida Statutes, and the rules and regulations adopted pursuant to that part which implement it. Those rules are embodied in Chapter 40C-3, Florida Administrative Code. Stanley U. Monds is a licensed water well contractor licensed by St. Johns River Water Management District. He has been issued license number 2257. Mr. Monds is also registered by the District as a "water well driller." That registration bears the number 2257. The Respondent on various dates in 1984-1986 contracted to construct and constructed water wells from which water was to be drawn for drinking or other domestic purposes, within the geographical boundaries of the District, for the following named individuals: WELL OWNER COUNTY YEAR CONSTRUCTED Ray Howell Clay 1986 Clayton McCumbers Clay 1986 Joe Eddy Nassau 1986 Joe Eddy Nassau 1986 Kevin Brooks Clay 1984 Nancy Harris Duval 1985 Marcus Rhoden Baker 1985 Cecil Hagen Baker 1985 Ken Tenson Baker 1985 Jim Griffis Baker 1985 Tom Scott Baker 1985 Tom Ott Baker 1985 J. Ray Gatlin Baker 1984 J. Ray Gatlin Baker 1984 The Respondent never filed "well completion reports" with the District for these wells, as required by District rules. The Respondent also contracted to construct and constructed wells for domestic water use, including drinking, located within the geographical boundaries of the District for the following named individuals and thereafter filed well completion reports, however, the reports were actually filed more than 30 days after the wells were completed and thus in violation of District rules: WELL OWNER COUNTY DATE COMPLETED COMPLETION REPORT FILED James Hall Clay 3/10/86 5/06/86 Dennis Bennett Duval 6/16/83 5/04/85 Bennett's Hardware Duval 6/17/83 5/23/85 Don Tenbush Clay 1/08/86 10/1/86 In March 1986, the Respondent installed a water well for a Mr. Joe Eddy in Nassau County, Florida. This well was abandoned by the Respondent and a second well was drilled nearby in June 1986. The Respondent failed to properly abandon the first well by filling it from top to bottom with grout. The Respondent was warned of this condition and reminded to correct it by certified letter sent him by District personnel concerning his improper abandonment of the first well. He acknowledged receiving that letter in a conversation with witness J. C. Varnes, a District field representative. The Respondent, however, refused or failed to later properly abandon the first well by filling it with grout from bottom to top. In June 1986, the Respondent contracted to construct and did construct a second water well for the same Mr. Eddy on his property in Nassau County. That well penetrated multiple aquifers, but the Respondent refused or failed to complete the well so as to prevent cross-contamination of different aquifers or water-bearing strata by water of significantly different quality. This should have been prevented by proper casing of the well which Respondent failed to do. Further, the Respondent used PVC (polyvinylchlride) plastic casing instead of metallic casing in constructing the well and seated the casing by driving it into the ground which resulted in the plastic casing being cracked. The Respondent also failed to grout and seal the annular space between the well casing and the naturally occurring geological formations through which the well bore passed. Another certified letter was sent him by District personnel advising him of these violations of District rules which he acknowledged. He refused or failed to correct the well construction violations, however. Failing to case a well to the bottom of a well or having cracks in the casing allows water and/or other materials from one geological strata to enter the casing, migrate upward or downward and enter aquifers or water-bearing strata at other levels, thus posing a potential of cross-contamination of different aquifers or water-bearing strata due to improper "short casing" or due to cracked casing. In 1984, the Respondent constructed a water well for Kevin Brooks on his property in Clay County, Florida. The well was constructed into an "unconsolidated aquifer," but the Respondent failed to attach a well screen to the bottom of the casing as a filtering device, in violation of well construction standards promulgated by the District. In June 1983, the Respondent contracted to construct and did construct a well for Bennett's Hardware on its property in Duval County. He failed to grout and seal the annular space between the well casing and the naturally occurring geological formations from the bottom to the top of the well in violation of District well construction standards. In 1984, the Respondent constructed two four-inch water wells for J. Ray Gatlin on his property in Baker County, Florida. The Respondent failed to grout and seal the upper three feet of annular space in each of these two wells. He was sent a certified letter on July 14, 1986, advising him of the deficiencies in the well construction. He acknowledged receiving that letter in a conversation with witness J. C. Varnes, but failed to grout the well properly anyway. Also in 1984, he constructed an eight-inch water well for J. Ray Gatlin on property in Baker County, Florida. He failed to grout and seal the annular space between this well's casing and the surrounding geological formations from the bottom to the top of the casing. He also failed to install a water tight seal at the top of the well casing. After being sent a certified letter advising of these violations by District personnel, he acknowledged to Mr. Varnes once again that he had received that letter. He still failed to properly grout or seal the well after being so warned. On September 16, 1986, he was sent a second certified letter which he acknowledged receiving which instructed him to properly abandon the well. He refused to follow that instruction. In January 1986, the Respondent constructed a water well for Don Tenbush on his property in Clay County. He failed to grout and seal the annular space between the well casing and the geological formation surrounding the casing in this well from top to bottom. This well penetrated multiple aquifers or water-bearing zones and yet the Respondent failed to complete the well so as to prevent potential cross-contamination of different zones or aquifers by water of significantly different quality. He did not case the well all the way down to the producing aquifer at the bottom of the well. Here, again, he acknowledged receiving a certified letter advising him of these violations and requiring correction and yet failed to correct the violations. The Respondent began construction of a second well for Mr. Tenbush on the same parcel of property in January 1986 after abandoning the first well described above. He failed to properly abandon the first well by filling it from bottom to top with grout. He was notified of that deficiency or failure, but refused to correct that condition. In constructing the second well for Mr. Tenbush, he refused to or failed to extend the well casing from the land surface all the way down to the producing aquifer and to seat it. After being sent a certified letter advising him of this violation, receipt of which he acknowledged to Mr. Varnes, he again refused or failed to correct the violation. Both wells drilled by Respondent for Mr. Tenbush subsequently had to be abandoned by another water well contractor.
