Findings Of Fact At all pertinent times respondent Amons D. Courtney, Jr., has been registered as a professional land surveyor holding license No. LS 002819 issued by petitioner. By order entered October 3, 1985, in case No. 0052302, the Board of Professional Land Surveyors placed respondent on probation for the second time. As a condition of probation, he was required to submit 25 surveys representative of his land surveying practice which shall be accompanied by field notes and record plats to the Board for its review. . . . Five surveys shall be submitted within three months from the filing of the final order; thereafter, five surveys shall be submitted at six month intervals during the period of probation. Petitioner's Exhibit No. 11. As far as the evidence disclosed, Mr. Amons submitted the requisite number of surveys for review, within the times specified by the Board's order, but pertinent record plats did not always accompany these submissions. Among the surveys submitted to the Board in accordance with the probation condition was a survey done for James Harvey by Mr. Courtney, doing business as "Courtney-Tisdale Ent., Inc." Petitioner's Exhibit No. 1. "Courtney & Tisdale Ent., Inc." has never been licensed in Florida, nor did petitioner ever issue a certificate of authorization to any such entity. Petitioner's Exhibit No. 8. Among the surveys Mr. Courtney furnished to the Board in accordance with his probation condition, was one he did for Cynthia Cotton. On this survey, respondent failed to report or resolve a discrepancy between a distance he had measured, as reported in field notes, and the calculated distance he set out without qualification, on the survey. He also reported the length of one side of the lot as precisely 125 feet, despite the absence of any field notes to support this conclusion. Petitioner's Exhibit No. 3. Mr. Courtney performed a survey of a rectangular lot for Kim Shepherd, and subsequently furnished a copy of it to the Board. The accuracy of this survey is open to serious question. Petitioner's survey reported lengths for the lot's sides that correspond precisely to what appears on the record plat. This is also the case with the angles the sides form when they meet, even though "it's almost impossible to repeat [such measurements] to the nearest second of ar[c]." T.123. The field notes reflect no measurements that would support these findings. Mr. Amons reset a back monument nevertheless. Petitioner's Exhibit No. 4. On the Larry Holly survey, also chosen by respondent for Board review, Mr. Courtney failed to disclose a discrepancy between the measured distance, as reported in field notes, and a distance set out on a record plat. Petitioner's Exhibit No. 5. On the Robert and Connie Baxley survey, Mr. Courtney indicated a discrepancy between the south boundary line and a fence along the line but did not show whether the fence encroached on the Baxley property or on the neighbor's. Petitioner's Exhibit No. 6. The field notes reflect "a startling lack of precise measurements." On the Randy Enslow survey, too, the field "notes are insufficient to support the precision of the measurements that are shown . . ." T.13l. The survey is not tied to the closest street corner or to any other outside reference point for control. In short, even though the Board's final order in case No. 0052302 left it to respondent to select "representative" surveys for review, the surveys he submitted, twenty in all, were riddled with errors, including errors and omissions that constituted negligence in the practice of surveying. The uncontroverted evidence established that "Mr. Courtney is either unable or unwilling to comply with the Minimum Standards based on the surveys that were submitted by him under probation." T.134. As to penalty only, petitioner proved that respondent was a subject of disciplinary action in case No. 33882, before either the present proceedings or the proceedings that eventuated in the probation order were instituted.
Recommendation Under Rule 22 HH-9.002, Florida Administrative Code, permissible penalties for these offenses range from reprimand to revocation "depending upon severity of offense and injury to the client or public". No injury was proven here, but expert testimony established the seriousness of the negligence. Also pertinent under Rule 22 HH-9.003, Florida Administrative Code, are previous offenses, respondent's disciplinary history, and "status of the . . . licensee at the time the offense was committed", Rule 22 HH-9.003(1)(f), Florida Administrative Code, all of which weigh against respondent, and financial hardship for the licensee, as to which there is no evidence. It is, accordingly, RECOMMENDED: That petitioner revoke respondent's license to practice land surveying. DONE and ENTERED this 20th day of November, 1989, at Tallahassee, Florida. ROBERT T. BENTON, II Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 20th day of November, 1989. APPENDIX TO RECOMMENDED ORDER, CASE NOs. 88-2743, 89-3399 Petitioner's proposed findings of fact Nos. 1 through 6 and 18 have been adopted, in substance, insofar as material. Petitioner's proposed findings of fact Nos. 7 through 13 are properly proposed conclusions of law. Petitioner's proposed findings of fact Nos. 14 through 17 relate to subordinate matters. COPIES FURNISHED: Elizabeth R. Alsobrook, Esquire Department of Professional Regulation 1940 North Monroe Street Suite 60 Tallahassee, Florida 32390-0729 R. Glenn Arnold Warfield, Santurri & Arnold 25 West Cedar Street Post Office Box 13410 Pensacola, Florida 32591 Amons D. Courtney, Jr. Route 4, Box 892 Milton, Florida 32570
Findings Of Fact At all times pertinent to the allegations involved in this administrative hearing, the Respondent, Dennis Heasley, was a licensed land surveyor having been issued license number LS 3466 by the State of Florida. In January 1981 Respondent was an employee of James Bushouse and Associates, a land surveying firm. On January 31, 1981, MidSouth Engineering (MidSouth), a licensed land surveying company, entered into a contract with Figg and Muller Engineers, Inc., and the State of Florida, Department of Transportation, to provide engineering and land surveying services for the new Sunshine Skyway Bridge project. On June 10, 1981, MidSouth entered into a contract with Bushouse for Respondent, Heasley, and other Bushouse employees to perform some of the land survey services called for in the contract MidSouth had with the Department of Transportation. Thereafter, MidSouth entered into an agreement with Respondent Heasley and one Jorge R. Saniz providing that, for a fee of $200,000.00 Heasley and Sainz would provide land surveying and consulting services to MidSouth for its work under its state contract. On or about June 26, 1981, Heasley and Sainz began their work under the agreement with MidSouth, and the work called for by the agreement was satisfactorily completed by July 31, 1981. Thereafter, Heasley billed MidSouth for the unpaid remainder of the contract price and was paid. The contract between MidSouth and the State of Florida provided for payment by the State based on crew day rates wherein the State would pay so much money per crew day expended. The work in issue here was to take no more than 85 crew days with an upper limit on payment to be approximately $300,000.00. Respondent actually completed the work in 34 days. His speedy completion of the job resulted in MidSouth receiving less under its contract than anticipated. Shortly after completion, he became an employee of MidSouth. In the course of his continuing employment, he worked on some other aspects of the bridge project that were awarded to MidSouth. Respondent's lump-sum contract with MidSouth called for payment to him of $200,000.00. Out of that sum he was supposed to pay all his and Sainz' job expenses which included the salary, housing, and feeding of the employees he hired to perform the actual surveying work. His understanding with MidSouth called for him to utilize approximately 12 to 16 crew members. During the time the work was being performed, Respondent and Mr. Sainz rented a house near the work-site in which crew members were provided a place to live. Food paid for by Respondent Sainz was provided as were laundry facilities. The sums paid for these items as well as the transportation of the workers and the worker's salaries were to come from the $200,000.00 fee paid by MidSouth. Payments were made on the basis of periodic draws. Either Heasley or Sainz would contact MidSouth and state that some money was required for expenses and a sum was furnished. As this sum was expended Respondent would ask for more. He indicates that the relationship was like a game in that he asked for as much as he thought he could get and MidSouth would pay as little as it thought it could get away with. In any event, no actual per diem monies were paid by Respondent to the employees who were working on the survey crew. Respondent admits that during the 34 days this arrangement was in effect, he kept very few records and receipts. He relied on MidSouth to keep all the expense records and whatever receipts he received for money spent, he sent in to MidSouth which made up the payroll for Heasley and Sainz' crew members from the times he called in. Several months after the subcontract between Heasley, Sainz, and MidSouth was completed, Heasley was called by Tom Heinly, Executive Vice- President of MidSouth and his immediate supervisor, with a request that he, Heasley, prepare, sign and submit a list of per diem expenses for the crew which worked on the contract referenced above. In the course of the conversation, Heinly asked that it be prepared a certain way. In response, Respondent told Heinly that he could not do that because he had not paid the money as per diem payments but had provided payment in kind in the form of food, lodging, and laundry. Heinly advised Respondent to think about it and later called back again asking that Heasley prepare and sign a statement indicating per diem money paid. Heinly argued that MidSouth was entitled to the money and asked that Heasley do this as a favor. Again, Heasley refused. The third time Heinly called Heasley, he indicated that the list would be strictly a memorandum between Heasley and MidSouth to account for some of the money advanced by MidSouth and that the list had nothing to do with the State. Heinly assured Heasley that the improper, inaccurate list would not go to the State since this was one of Heasley's concerns. Heinly indicated that he had talked with representatives of the State and had been assured that it was legitimate to file an invoice such as this. Heasley was led to believe that the State would not reimburse MidSouth for advances made for in-kind payments but would reimburse for actual per diem expenses. Ultimately, since Heasley was convinced by Heinly that MidSouth was entitled to be reimbursed for these monies and since, to the best of his recollection, he, Heasley, had paid out in in-kind expense a sum similar to that claimed on the per diem list, it would be all right to so certify. Therefore, he agreed to sign the list after the third request. The list which Heasley signed was prepared by MidSouth personnel, not Heasley, and was brought to Heasley by Mr. Duffer, MidSouth's chief accountant. Respondent does not recall going over the list at the time he signed it and verified neither the names nor the amounts set out thereon. When he checked it over much later, he found that some of the names on the list should not have been there. Respondent admits signing the document and admits that the document as signed was false. When investigators from the State Attorney's Office initially talked with Mr. Heasley about this incident he was less than forthright. Though they had advised him they were investigating the relationship between MidSouth and the Department of Transportation, the tenor of their questions indicated to him that they were investigating him and his answers were evasive and, in fact, erroneous. However, when he subsequently found out the nature of the investigation, he attempted to get word to the investigators that he would like to continue the discussion. He was unable to do so, however, and was not interviewed by these officials again. He was, however, subsequently interviewed by Mr. Cartwright who, in mid to late 1981, was conducting an investigation into the MidSouth, Heasley and Sainz relationship with the Skyway Bridge project. An engineer with the State had expressed some concern regarding invoices submitted by MidSouth and the preliminary inquiry showed some cause for concern. As a result, a full investigation was begun which revealed that MidSouth had little if any documentation to cover invoices submitted to the State. It also showed that the company's accounting procedures and internal control were almost nonexistent. As a part of the investigation Cartwright interviewed Heasley who admitted that he had signed the documents referred to above regarding per diem payments. Heasley also admitted that in some cases the payees did not receive the money claimed but in his opinion, the bottom line balanced out and MidSouth was entitled to the total sum.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore: RECOMMENDED that Respondent, Dennis Heasley's license as a land surveyor in the State of Florida, be placed on probation for a period of two years, under such terms and conditions as shall be established by the Board of Land Surveyors, and that he be reprimanded and pay an administrative fine of $1,000.00. DONE AND ENTERED this 16th day of January 1985 in Tallahassee, Florida. ARNOLD H. POLLOCK 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 16th day of January 1985. COPIES FURNISHED: Joseph W. Lawrence, II, Esquire Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 E. C. Deeno Kitchen, Esquire Melissa Fletcher Allaman Post Office Drawer 1170 Tallahassee, Florida 32302 Fred Roche, Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 Allen R. Smith, Jr. Executive Director Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301
The Issue Whether Respondents failed to abide by various minimal technical standards applicable to the practice of surveying and mapping, in violation of Florida Administrative Code Rules 5J- and 5J-17.052, or were guilty of negligence in the practice of surveying and mapping, all in violation of section 472.0351, Florida Statutes (2012),1/ and if so, what is the appropriate sanction.
Findings Of Fact The Department is the state entity charged with regulating the practice of land surveying and mapping, pursuant to chapter 472, Florida Statutes. At all times material to this case, Mr. Haas was licensed as a professional surveyor and mapper in the state of Florida, with license number LS3708. Mr. Haas was employed by Exacta, which holds license number LB7337. A complaint was filed with the Department on January 27, 2014, by Mr. Charles B. Hatcher of Associated Surveyors, Inc., alleging numerous minimum technical standards errors on a survey prepared by Mr. Haas on September 25, 2012. Petitioner has failed to prosecute Mr. Haas or Exacta for the violations alleged in the complaint made by Mr. Hatcher, on January 27, 2014. Administrative complaints alleging identical counts were filed against Mr. Haas and Exacta. Count I alleges that some of the field data was not dated. Count I also alleges that the coordinates are not on the same datum as the survey, and thus, the survey map cannot be substantiated. Page 12 of Exhibit P-1, a page of computation notes, does not contain the date the information was observed and collected. Further, it is clear that page 12 is not simply a continuation of pages 10 and 11 (which are two halves of the same document) but is instead a separate document that is undated. Data shown in the raw data file and coordinates list differed from that reflected on the survey map. It appeared, however, that the data had been rotated and translated. Rotation and translation is an accepted survey technique which allows modern instrumentation to record data based upon an assumed initial point and bearing, and then calculate all further points and bearings relative to that initial measurement. This information recorded by the instrument must then be rotated and translated back to match the actual points and bearings on a parcel. The Department failed to show that the survey map could not be substantiated. As Mr. Gloer testified during cross examination: Q. My question is, wasn't it clear to you that the assumed bearing that Mr. Blackmon made, our party chief, on page 4 in his instrument-–in his data collector between Points 1 and 2 of a bearing of north zero degrees, or an azimuth of north zero degrees--isn't it clear to you that then in order for it to make sense on this drawing and all the other lines too, that you would have to rotate that to get on the same bearing basis? Doesn't that jump out to you as an expert, having done over 2,000 surveys? A. At the time two years-–well, it's been a year. A year ago when I did this original review, I based it on the data that was supplied to me. Now that you have explained it to me and I see that there is a note here that said they rotated it, yes, it's clear to me now, yes. Count II alleges that the field notes that are dated show a date of 9/24/12, while the survey drawing shows a field work date of 9/25/12. The parties stipulated as to the different dates shown on these documents.2/ The dated field notes show that field work was performed on September 24, 2012. The clear and convincing evidence is that the date of data acquisition was September 24, 2012, while the date on the survey drawing is September 25, 2012. Count III notes that the survey shows a found 3/4" iron rod at the point of beginning, notes that this appears to be the same corner shown on the coordinate list as point number 8, and states that the field notes do not show the setting or locating of the corner. The complaint concludes that this corner is not supported by accurate survey measurements. The notation "P.O.B." is found at the lowest corner of the property on the survey map, and underneath the corner is found the note "3/4 FIR NO ID." According to the Surveyor's Legend found on page 2, this indicates that the point of beginning is marked by a 3/4 inch found iron rod without identification, as Mr. Gloer testified. While page 12 shows a point marked as "set #8 @ DEED Dist/Dist frm 5 & 152" on the lot corner, it indicates this monument was set, and does not indicate a found iron rod. Point "6" has no notation at all on page 12 and does not appear to be aligned on the southeast property line, but point 6 is reflected in the raw data file and the coordinates list. The measurements to point 6, and description of it, are consistent with and support the property corner marked as the P.O.B. on the survey map. Count IV alleges that bearings shown on the survey as measured are not substantiated by the survey measurements in the raw data or coordinate list. Mr. Gloer testified that he inversed the data from the coordinates and that the bearings were different. However, as he admitted, he did not consider that the recorded survey measurements might reflect an assumed initial location and bearing and that they would therefore need to be rotated and translated to substantiate the bearings shown on the survey map. The Department failed to show by clear and convincing evidence that the bearings shown on the survey were not substantiated by measurements. Count V alleges that the three points used to locate the improvements, monumentation, and control for the survey are not part of a closed traverse and are not based on redundant measurements. As Mr. Gloer testified, the distance between points 1 and 2 was verified by redundant measurements: once measuring the distance from point 1 to point 2, and once measuring the distance from point 2 back to point 1. However, the angle created between points 2, 1, and 150 was not similarly measured on more than one occasion or from the opposite direction. Respondents argue that use of an instrument such as the robotic total station used here, which takes numerous measurements very quickly and then averages them, is, by definition, taking redundant measurements. However, Mr. Gloer testified that in his expert opinion, "redundant" measurement has a more specific meaning. It requires that an "independent check" be made. He noted that if a rodman had the rod on his toe, all of the measurements almost instantaneously taken and averaged by an instrument would reflect the same incorrect information and so these multiple readings would not serve the purpose of revealing the mistake and preventing the error. Only an independent measure, like shooting the distance backwards, would likely reveal the error and thus meet the purpose of a "redundant" measurement. The angle created between points 2, 1, and 150 was not verified by redundant measurements. Count VI alleges that the survey is based on found monumentation on the parcel being surveyed. No attempt was shown to find the point of commencement or boundary monumentation along the boundary of Beauclerc Gardens Replat, both of which are called for in the description. The legal description provides in part, "commence at an iron pipe located in the northeasterly line of Section 40, Township and Range aforementioned, at a point where said line is intersected by the line dividing Sections 31 and 32." Mr. Gloer testified that to ensure that the position of the boundary of real property was determined in complete accord with this real property description, an attempt to find the point of commencement and the boundary of Beauclerc Gardens Replat was required, and that there was no evidence that this was done. However, no evidence was presented to indicate that the survey as conducted was not in complete accord with the property description as attached to the survey map. Count VII alleges that the survey does not tie to an established identifiable real property corner. As Mr. Gloer testified, the parcel being surveyed was described by metes and bounds. Nothing on the survey tied into any identified corner of Beauclerc Gardens. The survey did not tie into a real property corner of either lot 1 or 2 of Beauclerc Gardens, which were the closest lots. Instead, the survey was tied to a monument on the line south of Beauclerc Terrace on that right-of-way, identified on page 12 as point "151." That point was not an established identifiable real property corner of Beauclerc Gardens. As Mr. Gloer testified, the survey did not tie to an established identifiable real property corner. Count VIII alleges that the field notes and raw data do not show either the fence corner or the water meter that supposedly made the two nearby corners inaccessible. The computation notes at page 12 and the survey map on page 1 do not show a monument set at the most easterly corner of the lot, but they do show an offset point and reasonably indicate that a water meter is at the corner. Similarly, neither the computation notes nor survey map show a monument set at the most westerly corner of the lot, but the survey map shows an offset monument and has an indication that there is a fence post at the corner. Mr. Gloer noted that neither the water meter nor the fence post, if they existed, had been positively located on the field notes or raw data as being at the corners.3/ Mr. Gloer noted that the coordinates list indicated that the location of the water meter was calculated. Count IX alleges that there is a monument shown in the field notes, point number 6, but not shown on the survey. As discussed earlier in connection with Count III, the field computation notes appear to show two monuments in fairly close proximity to the southernmost corner of the property. The survey map at page 1 shows only one monument at this corner, labeled "P.O.B." and described as "3/4 FIR NO ID" which, as noted above, refers to a 3/4 inch found iron rod without identification. This descriptive information appears to correlate with the side shot of point 6 found on page 6 of the raw data file and page 9 of the coordinates list. While the field notes are confusing, the Department did not show by clear and convincing evidence that point number 6 was not shown on the survey. Count X alleges that all the monuments were tied by side shots without a redundancy of the measurements. The raw data at page 4 indicate that the 1/2 inch found iron pipe and cap marked with "R. Miller," which is shown as the easternmost monument on the survey, was located by a side shot, a single measurement, and that Mr. Blackmon only turned one angle and one distance to that point. Similarly, the data at page 5 show that the 1/2 inch found iron pipe with no identification which is shown as the northernmost monument on the survey was located by a single side shot. Again, the data on page 6 show that the 3/4 inch found iron rod without identification which is shown as the southernmost monument and point of beginning on the survey was located by a side shot. The data sheets show no other ties to these points taken from another position, or otherwise demonstrate that redundant measurements were taken. Count XI alleges that the survey dated September 25, 2012, was negligently prepared. On this point, the Transcript records: Q. And then one final question, Mr. Gloer. In your professional opinion, expert opinion, do you believe that these ten MTS violations that you have discovered, taken as a whole constitutes-–of the minimum technical standards, taken as a whole, constitutes negligence in the practice of surveying and mapping in the State of Florida? A. I do. This question and answer, predicated on considering ten other violations as a whole, offers no insight as to whether a fewer number of violations might constitute negligence, or whether some of the violations are so serious, or are of such a nature, that they might do so even standing alone. No evidence was introduced at hearing to indicate that Mr. Haas' professional license has been previously disciplined. Exacta was the subject of five earlier administrative complaints alleging violations of Minimal Technical Standards, which were the subject of a Settlement Stipulation. Given the terms of the stipulation, there is no competent evidence showing that Exacta committed prior offenses. However, the Corrected Final Order Approving Settlement Stipulation constitutes prior disciplinary action against Exacta.
Recommendation Upon consideration of the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be entered by the Department of Agriculture and Consumer Services, Board of Professional Surveyors and Mappers: Finding Wesley Brian Haas and Exacta Land Surveyors, Inc., in violation of section 742.0351(1)(h), Florida Statutes, for failing to conduct surveying and mapping in accordance with the minimum technical standards prescribed by Florida Administrative Code Rules 5J-17.051(2)(b)3., 5J-17.051(3)(b)3., 5J-17.051(3)(b)15.b.(II), 5J-17.052(2)(a)8., and 5J- 17.052(2)(b)7.; imposing an administrative fine of $1500.00 on Wesley Brian Haas; and imposing an administrative fine of $4000.00 on Exacta Land Surveyors, Inc. DONE AND ENTERED this 14th day of April, 2015, in Tallahassee, Leon County, Florida. S F. SCOTT BOYD 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 14th day of April, 2015.
Findings Of Fact Petitioner is a civil engineer and registered land surveyor in Massachusetts, New York, and Pennsylvania. He took and passed the examination for land surveyor in Massachusetts in 1957 and was subsequently licensed by endorsement in New York and Pennsylvania based on having passed the Massachusetts examination. He has been a practicing land surveyor for some 28 years and is an experienced and well-qualified practitioner. Petitioner was unable to produce a copy of the 1957 examination he took in Massachusetts since no copy could be located in the files of the Massachusetts agency which licenses land surveyors. Similarly, no copy of the 1957 Florida examination is contained in the files of the Florida Board of Land Surveyors. By reason of Petitioner's experience he was exempted from taking the Fundamentals portion of the Florida examination but was required to take the Principles and Practices section. After recomputation Petitioner was awarded a final grade of 68 on this examination, two points below a passing grade of 70. Petitioner acknowledged in his testimony that retention of the workbook he was issued at the examination would not have changed any of the wrong answers he put on the answer sheet. He also acknowledged that to a question asking for the size of the survey marker used in Florida surveying he guessed 2" instead of the correct answer of 3". Had Petitioner correctly answered two questions regarding size of survey markers, he would have passed the examination. He also acknowledged that the answer to several of the questions he missed would have been known by a Florida land surveyor and had he familiarized himself with Florida law regarding land surveying he would have passed the examination. He also acknowledged it was customary to take a refresher course before sitting for an examination. Petitioner lost eight points on one question, the answer to which was premised on changing a filed plat plan as the question directed. In Massachusetts a filed plat plan may not be changed and, since Petitioner considered the question to require the examinee to perform an unlawful act, viz., change the filed plat plan, he declined to do so and received a zero grade on this eight-point question.
The Issue Whether the Petitioner is entitled to be licensed as a Professional Surveyor and Mapper, under Subsections 472.013, 472.015, or 472.041, Florida Statutes (Supp. 1994).
Findings Of Fact Petitioner has provided to the Board of Professional Surveyors and Mappers numerous letters and other documents, and a check for the sum of $100 dollars as an application fee for temporary registration as a professional surveyor and mapper. Petitioner has attempted to apply for licensure, under the revised Chapter 472, Florida Statutes , individually and has sought the issuance of a Certificate of Authorization for his business concern: "Mt. Dora Mapping." Petitioner failed to complete an application for licensure on a form provided by the Respondent. Petitioner has failed to provide the correct information necessary for an application to be evaluated under any of the subsections appearing in Chapter 472, Florida Statutes. Petitioner chose not to testify at the formal hearing or otherwise provide any new evidence to be considered by this tribunal, other than documents previously submitted to the Board.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that Petitioner's application for licensure as a professional surveyor and mapper be DENIED, without prejudice to reapply. DONE AND ENTERED this 1st day of April, 1997, in Tallahassee, Leon County, Florida. DANIEL M. KILBRIDE Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (904) 488-9675 SUNCOM 278-9675 Fax Filing (904) 921-6847 Filed with the Clerk of the Division of Administrative Hearings this 1st day of April, 1997. COPIES FURNISHED: Robert B. Curtis 940 Gorham Street Mount Dora, Florida 32757 Lealand L. McCharen, Esquire Assistant Attorney General Office of the Attorney General The Capitol, Plaza 01 Tallahassee, Florida 32399-1050 Lynda L. Goodgame General Counsel Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-0792 Angel Gonzalez Executive Director Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-0792
The Issue The issue in this case is whether the Bradford County Board of County Commissioners should approve or deny an application to rezone a 12.76-acre parcel located at the southwest corner of Highway 301 and County Road 18 in unincorporated Bradford County (“the Property”) from Residential, (Mixed) Single Family/Mobile Home (RSF/MH-1) to Commercial Intensive (CI).
Findings Of Fact The Parties Petitioners Craig W. Patterson and Timothy Buffkin own the Property and are the applicants for the proposed re-zoning. Bradford County is the local government responsible for determining the land use designation and zoning classification for the Property and has adopted a comprehensive plan and LDRs which it amends from time to time. The Property The Property is a 12.76-acre parcel located at the intersection of U.S. Highway 301 (US 301) and County Road 18 (CR 18) in unincorporated Bradford County. US 301 is a four-lane divided principal arterial roadway, and CR 18 is a two-lane major collector roadway. The intersection has a traffic light and left turn lanes on US 301. This is the only intersection of a principal arterial road and a major collector road in unincorporated Bradford County. The Property is roughly rectangular, with approximately 1,240 linear feet fronting on US 301 (eastern boundary of the Property) and approximately 450 feet fronting on County Road 18 (northern boundary). The Property is not located within a flood-prone area and has little or no wetlands. Approximately a half mile to the east of the Property is Hampton Lake. The Property is relatively flat. The soils on the property are poorly drained soils, but not indicative of wetlands. The soils and topography of the property do not preclude its development with a system to control stormwater and drainage. Currently, the Property contains one single-family dwelling unit. The Property is bounded on the north by a commercial land use and single-family residences, on the east by vacant and commercial land use, on the south by vacant land, and on the west by vacant land and single-family residences. Current Zoning and Land Use Designations Before October 2004, the Property was designated on the County’s Future Land Use Map (FLUM) as “Residential Low Density,” which authorizes residential development at a density of less than or equal to two dwelling units per acre. On October 21, 2004, the County amended the FLUM to re-designate the Property as “Commercial.” However, the zoning for the Property remained “Residential, (Mixed) Single Family / Mobile Home (RSF/MH-1). The current zoning does not allow the types of uses appropriate under its Commercial land use designation. The Property is also located within an Urban Development Area which is defined in the Future Land Use Element of the comprehensive plan as an “area to which higher density agricultural, residential (single family, multi-family and mobile homes) and commercial and industrial uses are to be directed.” Within Urban Development Areas, lands classified as “Commercial” are to be used for the “sale, rental and distribution of products or performance of services, as well as public, charter and private elementary, middle and high schools.” Certain other uses may also be approved as special exceptions or special permits. Surrounding Land Uses A portion of the land to the north of the Property and all of the land immediately east are within the municipal boundaries of the City of Hampton. The City of Hampton has zoned property at the US 301/CR 18 intersection as “CG”, a commercial designation which includes all of the uses authorized under Bradford County’s CI zoning district. Within the past several years, a truck repair and auto parts facility was located and is still operating east of the Property, across US 301. Farther east, but bordering those commercial lands, a residential subdivision (Fox Hollow) is under development. The Requested Re-zoning The Applicants seek to re-zone the Property to Commercial Intensive (CI). Permitted principal uses and structures allowed within the CI zoning district are consistent with the types of commercial uses listed in the comprehensive plan for the Commercial land use designation, namely retail outlets for the sale of food, home furnishings, vehicles, etc.; service establishments such as barber shops, shoe repair shops, repair and service garages; medical or dental offices; and wholesaling. The CI zoning district is described as “intended for intensive, highly automotive-oriented uses that require a conspicuous and accessible location convenient to streets carrying large volumes of traffic and shall be located within commercial land use classifications on the [FLUM].” The Property meets the description of a conspicuous and accessible location that is convenient to streets carrying large volumes of traffic. Concurrency Management Assessment The requested re-zoning is a “straight” re-zoning request, meaning that the re-zoning is not associated with any particular proposed use. Future development of the site will be subject to development plan review and approval, pursuant to Article Fourteen of the County LDRs. A concurrency reservation is not available until final site plan approval. However, at the County’s request, the North Central Florida Regional Planning Council (NCFRPC) performed concurrency management assessments of the re-zoning in 2006 and again in 2008. In 2006, the NCFRPC provided the County with nonbinding concurrency determination that the applicable service levels would be met or exceeded for potable water (to be supplied by potable water wells); sanitary sewer (to be served by on-site septic tanks); solid waste; drainage; recreation; affordable housing; and historic resources. As to transportation facilities, the 2006 concurrency management assessment determined that the maximum potential development of the Property would generate 389 trips on US 301 at “PM peak hour.” When added to the then-existing PM peak hour trips, based on Florida Department of Transportation (FDOT) traffic count data, US 301 would continue to operate within the adopted level of service (LOS). Between 2006 and 2008, the adopted LOS standard for US 301 was raised from “C” to “B,” meaning that the governmental objective was changed to maintain a freer flow of traffic during evening peak traffic. Therefore, despite the reduction of “background” trips on US 301, the 2008 concurrency management assessment determined that maximum development of the Property would cause the new LOS “B” standard to be exceeded. Petitioners presented a traffic analysis based upon more recent FDOT traffic count data than was used by the NCFRPC for its 2008 concurrency management assessment. The newer data showed a further decline in background trips on US 301, so that adding the maximum potential trips from the Property would no longer result in total PM peak hour trips that would exceed the adopted LOS standard. Petitioners’ more recent data and analysis is professionally acceptable and should be used. At the time of site plan review for any future development of the Property, an updated concurrency assessment will be required and will be based on the number of trips generated by the actual proposed use, rather than the trips that would be generated by the maximum development potential of the Property. The assessment will also use the most current FDOT traffic count data. Compatibility with Surrounding Land Uses The County’s Planning and Zoning Board reviewed the application for re-zoning at its July 10, 2006, meeting. It recommended denial of the re-zoning based upon the impact of the proposed change upon living conditions in the neighborhood. As factual support for the recommended denial, the Planning and Zoning Board’s report cites “all comments received during the said public hearing and the Concurrency Management Assessment concerning said application.” At the August 19, 2008, public hearing held before the Administrative Law Judge, members of the public expressed concern that the CI zoning would be incompatible with the existing residential development to the west, in the Hampton Lake area. Some members of the public also expressed concern about possible future uses of the Property, such as a truck stop or bar. Package stores for the sale of alcoholic beverages, bars, taverns, cocktail lounges, truck stops and automotive service stations can only be approved as special exception uses in the CI zoning district. Special exception uses require approval of the County’s Board of Adjustment after a public hearing, upon a finding that granting the special exception use would promote the “public health, safety, morals, order, comfort, convenience, appearance, propriety or the general welfare.” The Board of Adjustment must also determine that the special exception use would be compatible with adjacent properties. A favorable decision here on the requested re-zoning to CI is not a determination that a bar or truck stop on the Property would be compatible with the adjacent residential area. The LDRs impose site use and design criteria for commercial uses that adjoin residential districts. Site plan approval for commercial developments in CI zoning districts requires the consideration of landscape buffers, height restrictions, off-street parking requirements, lot coverage and yard standards. These development conditions are designed to minimize impacts to adjacent residential areas. Stormwater Some of the speakers at the public hearing expressed concern about stormwater runoff from the Property. One speaker, Michael Davis, testified that stormwater from the Property currently flows across his property. Another expressed concern that runoff from the Property would flow directly to Hampton Lake. On-site stormwater retention facilities would be required for the Property in conjunction with its development. The LDRs require that post-development runoff rates not exceed pre-development conditions. The objective of the required stormwater runoff controls is to approximate the rate, volume, quality, and timing of stormwater runoff that occurred under the site’s unimproved or existing state. There is no basis, at this stage of analysis, to determine that the County’s stormwater regulations are not adequate to prevent adverse stormwater impacts to adjacent residences or to Hampton Lake. Traffic on CR 18 Several speakers expressed concerns regarding increased traffic on CR 18. Petitioners conducted a site-specific traffic count for CR 18 east of US 301 and determined that the peak hour trips are now 131. The capacity for CR 18 is approximately 600. Based upon the total of 389 additional trips generated by the maximum potential development of the Property (on either US 301 or CR 18), the adopted LOS standard for CR 18 would not be exceeded. Petitioners demonstrated that the proposed re-zoning is consistent with the comprehensive plan and the LDRs.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Bradford County Board of County Commissioners approve the requested re-zoning. DONE AND ENTERED this 18th day of September, 2008, in Tallahassee, Leon County, Florida. BRAM D. E. CANTER 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 18th day of September, 2008. COPIES FURNISHED: Ray Norman, Clerk of the Board Bradford County Board of County Commissioners 945 North Temple Avenue Starke, Florida 32091 Marcia Parker Tjoflat, Esquire Charles L. Gibbs, Esquire Pappas Metcalf Jenks & Miller, P.A. 245 Riverside Avenue, Suite 400 Jacksonville, Florida 32202 William E. Sexton, Esquire Brown & Broling 486 N. Temple Avenue Starke, Florida 32091
Findings Of Fact At all times pertinent to the allegations contained in the Administrative Complaint, the Respondent, Theodore C. Boldt, was a professional land surveyor registered by the State of Florida under license Number LS002387, granted after examination on July 9, 1976, with an expiration date of January 31, 1989. The Department of Professional Regulation, Board of Professional Land Surveyors, (Board), was and is the state agency charged with the regulation of land surveying in this state. On August 5, 1985, the Board entered a Final Order in which it concluded Respondent had violated various sections of the Florida Statutes and Rules. The Board suspended Respondent's license to practice land surveying for six months and, inter alia, required him to submit twenty-five surveys representative of his land surveying practice, accompanied by field notes and record plats for review by the Board. Respondent has submitted fifteen of the surveys, the first ten of which were accepted by the Board. Survey eleven through fifteen, however, were determined to be unsatisfactory. On the basis of that Board determination, an Administrative Complaint was filed in this case alleging that the five surveys failed to meet minimum acceptable standards and thereby constituted a violation of Florida Statutes. The surveys in question were evaluated by Walter A. Paxton, Jr., a registered land surveyor for fifteen years, who has spent a total of thirty-five years in the surveying field. During the course of his career, he has done several thousand surveys and has never had a complaint filed against him. As a part of his practice, he keeps up with the Rules and Standards of the profession by review of agency bulletins and letters and by taking continuing education seminars. Mr. Paxton graded these surveys utilizing a Minimum Standards Probation Report Checklist which identified numerous items for evaluation and grading. Grades available included violation; acceptable, which means that the answer meets the requirements of the rules; not applicable, which means that the subject matter does not pertain to the case under consideration; and marginally acceptable, which refers to an error of a minor nature, such as a typographical error, which is not a true violation of the Rule setting forth minimum standards. With regard to the first survey evaluated, Survey Exhibit 11, Mr. Paxton found one violation. Under the pertinent rule, each survey must fall into a descriptive category to be designated on the drawing. In this case, Respondent described the survey as a "Boundary" survey when, in fact, it should have been described as "As Built." A "Boundary" survey is generally utilized only for raw acreage and this property had a structure built on it. Mr. Paxton also found one marginally acceptable item in that the survey did not reflect the relevant Rule under which the survey was conducted. As to Survey Exhibit 12, Mr. Paxton found two violations. Again, the type of survey described was wrong and the survey failed to show the lot dimensions on the West side of the final drawing. The field notes reflected 81 feet for the West side of the lot. Of the four marginally acceptable issues, the first dealt with the completeness of the survey and relates to the Respondent's failure to put in the total dimensions as described above. In the second, the drawing failed to show the bearings on the finished product. The third relates to Respondent's failure to indicate the adjoining lot and block number on the South side of the drawing. The fourth pertains to Respondent's failure to reflect the Rule number in his certification. This last was a deficiency in each of the five surveys in question. As to survey Number 13, Mr. Paxton found one violation which again related to Respondent's use of the term "Boundary" survey instead of "As Built" on a survey of a lot on which a structure has been erected. Two marginally acceptable items related to the failure to show the Rule in the certification and Respondent's failure to list both lot and block when identifying lots adjacent to the property under survey. This, too, is a repeat deficiency. In the fourth survey, Number 14, Mr. Paxton found three violations and three marginally acceptables. The violations related to the Respondent's failure to show a Block identification on the survey and his showing only of the lot number. The second was that Respondent's field notes did not indicate a closure on elevation, but instead, showed only the elevation from the benchmark to a point on the ground. Respondent admitted this was a violation. The third related to Respondent's failure to indicate the original benchmark on the drawing but only the site benchmark. In this case, Respondent admits to this but indicates he could not find the original benchmark because of the distance from the site of the survey. He described the search therefor as being "hard" to do. The marginally acceptable items on this survey again relate to Respondent's failure to show the Rule number in the certification portion of the survey; his failure to include the Block number in addition to the Lot number on the sketch; and his failure to identify adjoining property Lot and Block numbers on the drawing. The fifth survey contained two violations and four marginally acceptable items. The violations were, again, the failure to properly describe the survey as "As Built", and the failure to indicate angles on the field notes. The four marginally acceptables relate to the Respondent's failure to refer to the Rule in his certification; his failure to indicate the block number as well as the lot number on the sketch; the failure to maintain acceptable quality field notes (the failure to list the angles as required); and the failure to reflect on the second sketch of this property a revision date indicating the first sketch was changed. Based on the above identified violations and marginally acceptable items, Mr. Paxton concluded that the surveys in question here do not meet the acceptable standards of the State of Florida for surveys and it is so found. Respondent does not deny that the actions alleged as violations or marginally acceptable areas occurred. He objects, however, to the fact that they were described as violations. Mr. Boldt has been in the surveying profession for 49 years, having started with his father at the age of 10. It is his practice not to put the Block number on a survey unless Lots beside or behind the Lot being surveyed are in a different Block. This practice has been accepted by various banks and the county since he has been doing it and certainly since 1983, when the subject was made a matter of Rule. By the same token, banks and the county have also for years accepted without question his use of the descriptive term, "Boundary" for the type of survey. Accepted use is irrelevant, however, if the rules in question prescribe otherwise. From his testimony it can only be gathered that Respondent complies with the Rules "when he can." When Mr. Paxton pointed out that the requirements identified here appear in the Rules of the Board, Respondent pointed out that the Rules were "new Rules". This approach to the profession of land surveying, while satisfactory to him, is not acceptable when measured against the Board rules.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore: RECOMMENDED that Respondent's license as a registered land surveyor in Florida be suspended for 18 months with such suspension to be stayed for a probation period of 18 months under such terms and conditions as the Board of Professional Land Surveyors may specify. RECOMMENDED this 29th day of August, 1988, at Tallahassee, Florida. ARNOLD H. POLLOCK, 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 29th day of August, 1988. COPIES FURNISHED: G. W. Harrell, Esquire Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399 Theodore C. Boldt 5424 Hayden Blvd. Sarasota, Florida 33582 Allen R. Smith, Jr. Executive Director DPR, Board of Professional Land Surveyors 130 North Monroe Street Tallahassee, Florida 32399-0750 Bruce D. Lamb, Esquire General Counsel Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750
