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 Linda Duvon, an outdoor advertising inspector, identified as Petitioner's Exhibit 1 a photograph of the signs which were the subject of the Notice of Violation. Ms. Duvon inspected these signs, and they appeared to be in the right-of-way owned by the State of Florida. She inquired of Mr. Jim Chaplin if he owned these signs, and he claimed ownership of the signs. Harvey Walker, a surveyor for the Department of Transportation, testified that he surveyed the subject signs, having identified them by reference to the photograph, Exhibit 1, and determined that the signs were 38 feet within the State-owned right-of-way and 61 feet from the center line of U.S. 1, a State-maintained highway.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law above, the Hearing Officer recommends that the agency head give the Respondent 90 days to remove said sign and at the end of which time, if said sign has not been removed, directs its removal pursuant to Section 479.17, Florida Statutes, by Department of Transportation personnel. DONE and ORDERED this 1st day of June, 1979, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Charles Gardner, Esquire Richard C. Hurst, Administrator Department of Transportation Outdoor Advertising Section Haydon Burns Building Department of Transportation Tallahassee, Florida 32301 Haydon Burns Building Tallahassee, Florida 32301 Mr. James F. Chaplin c/o Chaplin Real Estate 5190 Overseas Highway Marathon, Florida 33050
The Issue Whether the Respondent violated Chapter 479, Florida Statutes, by failure to obtain a state permit and whether Respondent is in violation of federal and state laws, rules and regulations applicable to outdoor advertising signs concerning setback and spacing restrictions.
Findings Of Fact A notice of alleged violation of Chapter 479 and Section 335.13 and Section 339.301, Florida Statutes, and notice to show cause was furnished Petitioner by certified mail dated the 16th day of December, 1976, and stamped at the Lamont, Florida Post Office December 18, 1976. The following signs are the subject of this hearing: A sign with copy reading "Pecans 3-lbs. $1.50" with an additional sign attached underneath reading "53.9" located at 1 and 6/10 miles west of Madison County line on Highway Interstate 10. A sign with copy reading "Pecans Fresh Shell $1.99) located 1 and 9/10 miles west of Madison County line on Highway Interstate 10. A sign with copy reading "Pecans 3-lbs. $1.50" located 2 miles west of Madison County line on Highway Interstate 10. A sign with copy reading "Exit Now Pecans Fresh Shell $1.99" located 2.05 miles west of Madison County line on Highway Interstate 10. A sign with copy reading "Exit Now Pecans 3-lbs. $1.50" located 2.2 miles west of Madison County line on Highway Interstate 10. No permits were secured for any of the signs which were erected subsequent to December, 1976, and visible from Highway Interstate 10 on the north side thereof. Each sign is outside an urban area. The distance and space between signs numbers 2, 3, 4 and 5 each is less than one thousand feet. Sign number 1 has the number 53.9 underneath the message advertising pecans. This number relates to the price of gasoline sold at Respondent's store wherein he sells gasoline and pecans among other things. Sign number 1 is approximately 15 feet from the fence line at the north boundary of 1-10; sign number 2 is located approximately 15 feet from the fence line on the north boundary of 1-10; sign number 3 is located approximately 15 feet from the fence line on the north boundary of 1-10; sign number 4 is located approximately 15 feet from the right-of-way line, the fence, on the north side of 1-10; sign number 5 is approximately 2 feet from the fence line on the north side of 1-10. Sign number 5 is within the offramp section of the interchange of 1-10 and State Road 257. The subject signs stand fully visible approximately 15 feet from the fence which is the north boundary line of Interstate 10 a federal aid primary highway except sign number 5 which is less than 15 feet from Interstate 10. They are placed in an old grove in which there are less than 20 old pecan trees which do not produce the product advertised for sale. The subject signs advertise pecans that are sold at the business of Respondent which is a distance of at least 3/4 of a mile from the nearest sign.
Recommendation Take such action as the law permits including but not limited to the removal of subject signs. DONE and ORDERED this 30th day of March, 1977, at Tallahassee, Florida. DELPHENE C. STRICKLAND Hearing Officer Division of Administrative Hearings The Carlton Building Room 530 Tallahassee, Florida 32304 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 30th day of March, 1977. COPIES FURNISHED: Philip S. Bennett, Esquire Ben H. Ervin, Esquire George L. Waas, Esquire 850 South Waukeenah Street Department of Transportation Monticello, Florida 32344 Haydon Burns Building Tallahassee, Florida 32304 Mr. O. E. Black, Administrator Outdoor Advertising Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 Mr. J. E. Jordan District Sign Coordinator, DOT Post Office Box 607 Chipley, Florida 32428 ================================================================= AGENCY FINAL ORDER ================================================================= STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION IN RE: FLORIDA DEPARTMENT OF TRANSPORTATION, Petitioner, vs. CASE NO. 77-001T LYMAN WALKER, III, Respondent. /
The Issue The issue in this case is whether the Respondent, Stephen Phillips Kilmon, committed the violations alleged in an Amended Administrative Complaint issued by the Petitioner Department of Business and Professional Regulation on January 25, 2007, and, if so, the penalty that should be imposed.
Findings Of Fact The Parties. Petitioner, the Department of Business and Professional Regulation, Board of Professional Surveyors and Mappers (hereinafter referred to as the "Department"), is the state agency charged in Chapter 472, Florida Statutes, with the duty, among other things, of regulating the practice of land surveying and mapping. At the times material to this proceeding, Stephen Phillips Kilmon, is and was a licensed Florida Surveyor and Mapper, having been issued license number LS 5439. At the times material to this proceeding, Mr. Kilmon was doing business as ViaLink, Inc., a licensed surveyor business, having been issued license number LB 6648. Mr. Kilmon's address is 2010 Northeast 122 Road, North Miami, Florida 33181. Mr. Kilmon obtained his license in January 1995. Before obtaining his license and beginning in 1980, he obtained experience in surveying, mapping, civil engineering, computer aided design drafting, and information management systems, which ultimately led to his licensure. The Fiddler's Creek Project. 951 Land Holdings, Ltd. (hereinafter referred to as "951"), through Holes Montes & Associates (hereinafter referred to as "Holes Montes"), was engaged in the development of a housing/golf course project in Naples, Florida (hereinafter referred to as the "Fiddler's Creek Project"). A portion of the Fiddler's Creek Project was being constructed by Atlantic Civil, Inc. (hereinafter referred to as "ACI"). Among other things, ACI was engaged in the excavation of several lakes and the creation of an upland golf course in a wetlands' area. ACI was, however, having difficulty completing the excavation of the lakes due to apparent back-fill which was preventing ACI from achieving the contracted depth of -18 feet National Geiodetic Vertical Datum 1929. Mr. Kilmon described the problem as follows: . . . each lake became mysteriously back- filled to a depth of -14 feet, National Geiodetic Vertical Datum 1929 (NGVD29) virtually overnight not allowing ACI to achieve reaching their contract depth of -18 NGVD29 for the bottom of any lake. The analogy is like digging a small hole in the sand a the beach near the water only to watch it fill with more sand and water each time you scoop out the material. The result of ACI's futile efforts to achieve and maintain -18 NGVD29 for any lake caused an over-excavation in cubic yards per lake, long before ACI could finish cutting out the lake pattern or design template. ACI filled its construction site limits to more than 110% of the cubic yards HMA [Holes Montes & Associates] designed for it, yet only completed 75% of the lakes final design template. ACI sought reasonable contract relief from 951 in achieving the unattainable contract required -18 NGVD29 lake bottom depth due to the natural back- fill of liquid sand conditions below the initial 4~6 feet of cap rock, and 951 refused. ACI's position then became that 951 was taking advantage of its contractor to force excessive extraction of "free" fill material for 951 at the unfair expense of ACI. . . . ACI then made the attempt hiring ViaLink to identify the approximate best known volume of excavated "fill" material placed onsite from the lakes, and to be paid according to material type cubic yard unit cost, rather than by the contract method of lake dredge percent complete. Petitioner's Exhibit 6. Involvement of ViaLink, Inc. and Mr. Kilmon in the Fiddler's Creek Project. As a result of the foregoing described problem, ACI hired ViaLink, Inc., and Mr. Kilmon to provide services described by Mr. Kilmon, in pertinent part, as follows: My initial role as Surveyor/Mapper for ACI was to monitor the mysterious back-filing of sandy material during the dredging process after reaching -18 NGVD29. I performed numerous measurements immediately following the backhoe digging, and recorded depths reaching the -18 NGVD29. . . . My second involvement came several months later. At this time I was requested by ACI to perform a survey which captures a topographic surface (less the hydrographic surfaces of the lakes, surveyed by HMA) in the form of a digital terrain model (DTM) of the contracted construction limits out to, and including the bordering lands matching to existing conditions beyond the ACI construction site limit for that moment in time. . . . My third and next involvement on this project site came when ACI informed me that their informal negotiations with 951 felt [sic] through at trying to convey the understanding of the amount of material already placed onsite exceeding the contracted and design intended volume for the ACI construction site limits. I was asked by ACI to contact HMA directly to compare my "ViaLink" DTM topographic surface . . . to the HMA DTM surfaces maintained on their computer systems . . . . From this point on legal counsel for both sides took over the control for resolution between ACI vs. 951, which sent everyone into court. . . . Petitioner's Exhibit 6. Ultimately, the parties turned to the courts to resolve their dispute. During this litigation process, Mr. Kilmon prepared what he titled a "Specific Purpose Survey Surveyor's Report" (hereinafter referred to as the "Surveyor's Report"). Petitioner's Exhibit 4. The Surveyor's Report was prepared in response to a subpoena from counsel for 951 and had to be prepared quickly: MR. KILMON: Because it was an evolutionary process -- ever since we were first hired to go and work on the site, the Judge said, "Wrap it up." That was exactly what he said, "Wrap it up," and he said "Wrap it up" because the other counsel on the other side was seeing that this evolution here of survey work was actually producing something, that I was actually able to recreate this [Digital Terrain Model] that they were hiding. I was actually able to come up with it again and actually produce a number. They cut it, and they go the Judge to say, "Okay, let's produce what he has, let's see what he has" My client said, "Please, you've got to say something. They've drawn a line in the sand and we're not allowed to cross it anymore. We have to come up with something." . . . . MR. KILMON: That was the first piece I gave them because of that subpoena, and that was the May 30 disk. . . . And then I ended up submitting the final version of it that I ran out of time with, and well, here you go, it's the last version. So I complied is all I did. I complied. . . . Transcript, Vol. II, Page 215, Lines 15-25, Page 216, Lines 1-4, and Page 217, Lines 6-12. The Surveyor's Report. The Surveyor's Report, dated July 10, 2002, and addressed to the president and CEO of ACI, states that it involves "Professional Forensic Surveying & Mapping Services; Earthwork Analysis" for the Fiddler's Creek Project. The Surveyor's Report contains the following "Mission Statement": Develop a stratum within a Digital Terrain Model (DTM) having two (2) surfaces for comparison; (a) compile an existing conditions surface (Surface 2[SRF2]) observed and recorded by Hole, Montes & Associates, Inc. (HMA) and their sub- consultants at the time Atlantic Civil, Inc. (ACI) began construction, and (b) compile a final surface (Surface 3 [Srf3]) observed hydrographically by HMA and topographically by ViaLink, Inc (ViaLink) at the time the ACI was terminated, less any areas even partially filled by others, though completed by ACI. Perform a calculation within the DTM which determines the amount of "FILL" material placed on the Fiddler's Creek, Phase 2A, Stage l (the "Site") by Atlantic Civil, Inc. between Srf2 and Srf 3. Methods of volume calculations include "Average End Area" by contract, and "Prismoidal" in support as a backup check calculation in verification. The Surveyor's Report also lists the data relied upon by Mr. Kilmon, many of the rules that govern the practice of surveyors and mappers, and information concerning the calculation of the amount of fill removed by ACI in its efforts to excavate the lakes made by Mr. Kilmon. The Surveyor's Report also included a compact disc (hereinafter referred to as the "CD"), which contained "AutoCAD drawing files depicting a Digital Terrain Model ('DTM')." The Digital Terrain Model (hereinafter referred to as the "DTM"), a digital representation of data, is, according to the Department, a "map." Petitioner's Exhibit 5. The CD contained "AutoCAD drawing files depicting a Digital Terrain Model (DTM)." A printed depiction of the Digital Terrain Model (hereinafter referred to as the "DTM"), contained on the CD was printed and admitted in evidence. It was never Mr. Kilmon's intention to prepare a "quantity survey" as those terms are defined in Florida Administrative Code Rule 61G17-6.002(8)(h), or provide a "map" with his report. As to the type of report he intended to issue, Mr. Kilmon testified, in part, as follows: I was left with a partial, if you will, quantity survey, and it's uncertified data, and I didn't want anyone to take off with an assumption, by just reading the title of my report, that there was some sort of real quantity surveying going on here. That’s why you have a specific purpose survey is when you have things that are really out of whack from what's normal for a survey type, slowing everything down. Making people take a look at the title, specific purpose survey, was my judgment call. I wanted to make everybody, including the public, know that right off the top of the bat, you're not going to see this as a quantity. You're going to have to break it down and understand what the data is that made the number. Transcript, Vol. II, Page 220, Lines 16-25, and Page 221, Lines 1-5. Mr. Kilmon recognized that to issuing a quantity survey or map was not appropriate for two reasons: First, some of the data he had available to him was unverified data from Holes Montes; and Second, he did not have all of the data necessary to complete an accurate quantity survey. As Mr. Kilmon further explained his intention during his testimony at hearing, agreeing "in part" with a question as to whether he had concluded that a quantity survey was not appropriate because of inappropriate data he had: . . . . The other part is that the end- all answer of what would be the quantity on that surface, because we didn't have enough data, not just uncertified, but we didn't have enough data to tell where every bit of fill was on that surface. There is no way to know that the end-all number would be. It's simply, as I put in my certification, the best-known number, and the reason is because we're just trying to determine whether or not it's in the 700, 600, a thousand cubit yard range, or are we talking about the 400,000 cubic yard range that the contractor got paid for. Is it worth another look at reevaluating with better cooperation from the other surveyor to get certified data and maybe look at their actual DTM, you know, to get to the bottom of this? Transcript, Vol. II, Page 218, Lines 22-25 and Page 219, Lines 1-12. In addition to styling his report as a "Specific Purpose Survey Surveyor's Report," rather than a quantity survey, Mr. Kilmon warned the reader of the uncertainty of some of the data he had relied upon. On page 14 of the Surveyor's Report, under the heading "Reviewed Survey Data" he identifies the following "Surveyor's and Mappers providing surveying data for review" (see also, page 1): Hole Montes & Associates, Inc. (HMA), . . .as the surveying and mapping consultant or agent to the Fiddler's Creek Developer (FCD), including aerial photogrammetry sub- consultants employed, though their identities are not disclosed. ViaLink, Inc. (ViaLink) . . . as the surveyor and mapping consultant to ACI. On January 24, 2001 the undersigned Surveyor and Mapper formally made a request of HMA and the FCD through ACI for a copy of specific survey instruments, in digital and hardcopy formats, to expedite the review of the Fiddler's Creek Ste, as identified above. To date no signed and sealed, or certified field notes, survey maps, sketches, or surveyor's reports, of any kind have been provided for evaluation. Further, HMA and the FCD insist all survey related information available from there [sic]file has been proffered for review. While originally requested of HMA and the FCD certain forms of helpful raw and finished survey product(s) developed by HMA (and/or it [sic] sub-consultants) and the FCD have if [sic] fact been withheld from this review. Examples being lawfully prepared certified plats of public record, their respective certified boundary surveys, and control surveys signed and sealed. Other examples of withheld survey information include all controlled aerial photogrammetry products observed at the time ACI was terminated. Certified survey data contained in the attached DTM to date is limited to that portion of information provided by this firm, ViaLink, Inc. All other survey data provided for this DTM review is NOT certified, and does not meet the Minimum Technical Standards (MTS) of Chapter 61G17-6 of the Florida Administrative Code as required by Florida Law. The lack of certification does not invalidate the accuracy of the survey data, just its backing. (Emphasis added). The Surveyor's Report, page 14, goes on to advise that there are "three(3) surfaces" contained within the CD's DTM and warns the following with regard to "Surface No. 1": "Surface No. 1 (Srf1) being simply the "Contract Surface" reportedly created by a mystery aerial photogrammetrist developing planimetrics and derived three-dimensional spot elevations as a sub-consultant to HMA in and about a Fiddler's Creek pre- construction Site. " Beginning at the bottom of page 14 and continuing on to page 15, the Surveyor's Report describes where more specific data concerning all three surfaces was obtained, the accuracy or lack thereof of the data, and whether the data is certified. Much of the data listed is acknowledged to be of "unknown" accuracy and to lack certification. Finally, on pages 25 and 26, under the heading "Surveyor's & Mapper Notes," Mr. Kilmon noted the following concerning the inadequacy of data used in the report: 4.) This SPECIFIC PURPOSE SURVEY & MAP SURVEYOR'S REPORT is the direct result of geometric calculation, in large part due to the availability of qualified data provided by others, but without any certification of the responsible surveyor and mapper. . . . . 8.) Under Florida Law, this firm, ViaLink, Inc., and the undersigned Surveyor & Mapper can not certify survey information provided by others when the survey is not conducted under the direct supervision of the undersigned Surveyor & Mapper. Therefore this firm, ViaLink, Inc., and the undersigned Surveyor & Mapper will not assuming [sic] any liability; for information provided by others used in this SPECIFIC PURPOSE SURVEY for Earthwork Analysis. Mr. Kilmon goes on to make the following ultimate findings in the Surveyor's Report: 10.) It is this undersigned Surveyor & Mapper's certain opinion that the earthwork calculation which determined a FILL quantity of 688,080 cubic yards of material reflects an extremely conservative volume of material placed onsite by ACI for the area known as Phase 2A, Stage 1. Additionally, extreme measures have been taken to exclude any and all areas of Srf3 were even in part FILL was placed by others. These pocketed areas of partial FILL formerly reflected within SRF3 have been extensively sought out and totally removed by ACI personnel having direct personal knowledge of the site prior to any construction by ACI. Aerial photography taken by Aerophoto, Inc., on 07/15/1999 independently supports these efforts depicting the same identified regions of partial FILL. The result of this additional effort to meet and/or exceed the Mission Statement of this Surveyor's Report now actually benefits the FCD. Omitted partially filled regions by ACI and others are now not claimed by ACI in any way, but are instead 100% credited to the FCD. 11.) It is the undersigned Surveyor & Mapper's certain opinion that HMA conducted its surveying practices with the positive intension to reflect the actual conditions of Fiddler's Creek, Phase 2A, State 1 topographic and hydrographic surfaces, as no evidence was found to the contrary. 12.) The Average End Area computed total FILL quantity of 688,080 represents FILL to form higher uplands regions and placed in lakes, and may contain a variety of earth materials from rock to sand. On the last page of the Surveyor's Report is the following note: Not Valid without the signature and the original raised seal of a Florida licensed surveyor and mapper. Further this Surveyor's Report is not valid without the original CD-ROM displaying the original signature of this same undersigned Surveyor & Mapper. As noted, supra, a CD was provided by Mr. Kilmon with the Surveyor's Report. The DTM contains a large "N" with an arrow at the bottom. Under this symbol is the following identifying information: Specific Purpose Survey Fiddler's Creek, Phase 2A, Stage 1 (NAD 83/99 FL E. 901 & NGVD 29) Mr. Kilmon did not intend for the DTM to be a "map." Toward this end, he notes the following in the Surveyor's Report on page 26 under the heading "Surveyor's & Mapper Notes": "This is NOT a BOUNDARY SURVEY." Consistent with his intent to only prepare a "report" and not a "report and map", Mr. Kilmon consistently refers to the Surveyor's Report throughout the report (except for what appears to be typographical error), as a "Specific Purpose Survey & Map Surveyor's Report." He does not refer to the report as a "Specific Purpose Survey and Map." To the extent that it is considered a "map," the DTM does not contain the information required by Florida Administrative Code Rule 61G17-6.003 alleged to be missing in the Amended Administrative Complaint. Mr. Kilmon signed and sealed the Surveyor's Report under the following "Surveyor's Certification:" THIS IS TO CERTIFY that this SPECIFIC PURPOSE SURVEY & MAP SURVEYOR'S REPORT is the result of compiled topographic and hydrographic data in part provided by others for the limited purpose of calculating best known "FILL" quantities as mentioned in the Mission Statement herein. I FURTHER CERTIFY that this SPECIFIC PURPOSE SURVEY & MAP SURVEYOR'S REPORT meets or exceeds the evaluation, analysis, and result finding accuracies established by the Minimum Technical Standards as set forth by the Florida Board of Surveyors and Mappers in Chapter 61G17-6.0052, Florida Administrative Code, pursuant to Chapter 472.027 of the Florida Statutes. Summary Findings. The ultimate issues of fact in this case are whether the Surveyor's Report constitutes a "quantity survey" and whether the DTM is a "Map." Credible expert witnesses for the Department and Mr. Kilmon gave inconsistent testimony on these issues. Ultimately, as to the first question, whether the Surveyor's Report constitutes a "quantity survey," the testimony of the Department's expert witnesses was more convincing. It is concluded that the Surveyor's Report, regardless of what Mr. Kilmon named it, is a quantity survey, which is defined in Florida Administrative Code Rule 61G17-6.002(8)(h) and (j), as "a survey to obtain measurements of quantity." The Surveyor's Report comes within this definition: First, the Surveyor's Report is a "survey", which is defined in Florida Administrative Code Rule 61G17-6.003(8) as "the orderly process of determining facts of size, shape, identity, geodetic location, or legal location by viewing and applying direct measurement of features on or near the earth's surface using field or image methods. . . ."; and Second, the survey, by admission of Mr. Kilmon at hearing and on the face of the Surveyor's Report, was intended to obtain and report a measurement of quantity even if only a rough estimate thereof. While Mr. Kilmon did qualify his calculations and openly disclosed the shortcomings of the data relied upon, the bottom line is Mr. Kilmon concluded that "[i]t is this undersigned Surveyor & Mapper's certain opinion that the earthwork calculation which determined a FILL quantity of 688,080 cubic yards of material reflects an extremely conservative volume of material placed onsite by ACI for the area known as Phase 2A, Stage 1." The second issue, as to the proper characterization of the DTM, is more difficult to resolve. The Department's experts unequivocally characterized the DTM as a map. Mr. Kilmon's expert testimony emphasized the issue of whether a map was required rather than whether the DTM was a map. While it seems that the DTM is nothing more than a depiction of data during an intermediate step in the process of manipulating that data, it would not be reasonable to reject the testimony of the Department's experts. It is, therefore, found that the DTM is a map. The Department's witnesses did not, however, prove clearly and convincingly that the DTM is the type of map for which the information specified in Florida Administrative Code Rule 61G17-6.003 is required. Mr. Kilmon's expert, on the other hand, testified convincingly that the DTM is not a map to which the standards and requirements of Florida Administrative Code Rule 61G17-6.003(3) apply.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Board enter a final order finding that Stephen Phillips Kilmon committed the violation described in this Recommended Order, issuing a written reprimand, and requiring that he pay a fine of $500.00 within 30 days of the entry of the final order. DONE AND ENTERED this 19th day of July, 2006, in Tallahassee, Leon County, Florida. S LARRY J. SARTIN 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 19th day of July, 2006. COPIES FURNISHED: Eric R. Hurst Charles F. Tunnicliff Assistants General Counsel Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-2202 Stephen Phillips Kilmon 2010 Northeast 122 Road North Miami, Florida 33181 Ned Luczynski, General Counsel Department of Business and Professional Regulation Northwood Centre 1940 North Monroe Street Tallahassee, Florida 32399-0792 Richard Morrison, Executive Director Board of Professional Land Surveyors And Mappers Department of Business and Professional Regulation Northwood Centre 1940 North Monroe Street Tallahassee, Florida 32399-0792
The Issue Whether Florida Power & Light Company (hereinafter referred to as "FPL") properly refused the request of Globe International Realty & Mortgage, Inc. (hereinafter referred to as "Globe") to supply electric service to the premises located at 808 Northeast Third Avenue, Fort Lauderdale, Florida?
Findings Of Fact Based upon the evidence adduced at hearing, and the record as a whole, the following Findings of Fact are made: Kenneth V. Hemmerle, Sr., is a real estate developer. Matthew Renda is a real estate and mortgage broker. Hemmerle and Renda have known each other since about 1986. At the suggestion of Hemmerle, in February of 1993, Renda, along with Hemmerle, formed Globe. At the time, Hemmerle was involved in a development project on the west coast of Florida and he wanted Renda, through Globe, to handle "the selling and so forth for the project." Globe was incorporated under the laws of Florida. The articles of incorporation filed with the Department of State, Division of Corporations (hereinafter referred to as the "Division of Corporations") reflected that: Renda was the president of the corporation; Hemmerle was its secretary; Renda and Hemmerle were the incorporators of the corporation, owning 250 shares of stock each; they also comprised the corporation's board of directors; and the corporation's place of business, as well as its principal office, were located at 808 Northeast Third Avenue in Fort Lauderdale, Florida (hereinafter referred to as the "808 Building"). Globe is now, and has been since its incorporation, an active Florida corporation. Annual reports were filed on behalf of Globe with the Division of Corporations in both 1994 (on April 19th of that year) and 1995 (on March 23rd of that year). The 1994 annual report reflected that Renda and Hemmerle remained the officers and directors of the corporation. The 1995 annual report reflected that Renda was still an officer and director of the corporation, but that Hemmerle had "resigned 9-2-93." Both the 1994 and 1995 annual reports reflected that the 808 Building remained the corporation's place of business and its corporate address. The 808 Building is a concrete block building with a stucco finish housing eight separate offices. The entire building is served by one electric meter. At all times material to the instant case, Southern Atlantic Construction Corporation of Florida (hereinafter referred to as "Southern") owned the 808 Building. Southern was incorporated under the laws of Florida in June of 1973, and administratively dissolved on October 9, 1992. Hemmerle owns a majority of the shares of the corporation's stock. The last annual report that Southern filed with the Division of Corporations (which was filed on June 10, 1991) reflected that: Hemmerle was the corporation's president and registered agent; he also served on the corporation's board of directors; Lynn Nadeau was the corporation's other officer and director; and the corporation's principal office was located in the 808 Building. From 1975 until September 6, 1994, FPL provided electric service to the 808 Building. Charges for such service were billed to an account (hereinafter referred to as the "808 account") that had been established by, and was in the name of, Hemmerle Development Corporation (hereinafter referred to as "HDC"). HDC was incorporated under the laws of Florida in 1975, and administratively dissolved on October 9, 1992. At the time of HDC's incorporation, Hemmerle owned 250 of the 500 shares of stock issued by the corporation. The last annual report that HDC filed with the Division of Corporations (which was filed on June 10, 1991) reflected that: Hemmerle was the corporation's president and registered agent; he also served on the corporation's board of directors; Lynn Nadeau was the corporation's other officer and director; and the corporation's principal office was located in the 808 Building. Following the administrative dissolution of the corporation, Hemmerle continued to transact business with FPL in the corporation's name, notwithstanding that he was aware that the corporation had been administratively dissolved. At no time has Renda owned any shares of HDC's stock or served on its board of directors. He and Hemmerle have served together as officers and directors of only two corporations: Globe and Hemmerle's Helpers, Inc. The latter was incorporated under the laws of Florida as a nonprofit corporation in March of 1992, and was administratively dissolved on August 13, 1993. Its articles of incorporation reflected that its place of operation, as well as its principal office, were located in the 808 Building. Pursuant to arrangements Renda and Hemmerle had made (which were not reduced to writing), Globe occupied office space in the 808 Building from March of 1993, through September 6, 1994 (hereinafter referred to as the "rental period"). Renda and Hemmerle had initially agreed that the rent Globe would pay for leasing the space would come from any profits Globe made as a result of its participation in Hemmerle's Florida west coast development project. Renda and Hemmerle subsequently decided, however, that Globe would instead pay a monthly rental fee of $300 for each office it occupied in the building. 1/ Globe (which occupied only one office in the building during the rental period) did not pay in full the monies it owed under this rental agreement. The office Globe occupied in the 808 Building was the first office to the right upon entering the building. It was across the lobby from the office from which Hemmerle conducted business on behalf of his various enterprises. Globe voluntarily and knowingly accepted, used and benefited from the electric service FPL provided to its office and the common areas in the building during the rental period. Under the agreement Renda and Hemmerle had reached, Globe was not responsible for making any payments (in addition to the $300 monthly rental fee) for such service. On July 26, 1994, the 808 account was in a collectible status and an FPL field collector was dispatched to the service address. There, he encountered Hemmerle, who gave him a check made out to FPL in the amount of $2,216.37. Hemmerle had noted the following on the back of the check: "Payment made under protest due to now [sic] owning [sic] of such billing amount to prevent discontinuance of power." The check was drawn on a Sunniland Bank checking account that was in the name of Florida Kenmar, Inc., (hereinafter referred to as "Kenmar"), a Florida corporation that had been incorporated in May of 1984, 2/ and administratively dissolved on November 9, 1990. (The last annual report that Kenmar filed with the Division of Corporations, which was filed on June 10, 1991, reflected that: Hemmerle was the corporation's president and registered agent; he also served on the corporation's board of directors; and the corporation's principal office was located in the 808 Building.) Hemmerle told the field collector, upon handing him the check, that there were no funds in the Kenmar checking account. Nonetheless, the field collector accepted the check. FPL deposited the check in its account at Barnett Bank of South Florida. The check was subsequently returned due to "insufficient funds." On the same day that he was visited by the FPL field collector, Hemmerle telephoned Sandra Lowery, an FPL customer service lead representative for recovery, complaining about, among other things, a debit that he claimed had been improperly charged to the 808 account. As a result of her conversation with Hemmerle, Lowery authorized the removal of the debit and all late payment charges associated with the debit from the 808 account. Following the July 26, 1994, removal of the debit and associated late payment charges, the balance due on the account was $1,953.91, an amount that Hemmerle still disputed. In an effort to demonstrate that a lesser amount was owed, Hemmerle sent Lowery copies of cancelled checks that, he claimed, had been remitted to FPL as payment for electric service billed to the 808 account. Some of these checks, however, had been used to pay for charges billed to other accounts that Hemmerle (or corporations with which he was associated) had with FPL. As of August 29, 1994, the 808 account had a balance due of $2,387.47. These unpaid charges were for service provided between March of 1993 and August 10, 1994. On August 29, 1994, Hemmerle showed Renda a notice that he had received from FPL advising that electric service to the 808 Building would be terminated if the balance owing on the 808 account was not paid within the time frame specified in the notice. Hemmerle suggested to Renda that, in light of FPL's announced intention to close the 808 account and terminate service, Renda should either apply for electric service to the 808 Building in Globe's name or relocate to another office building. Renda decided to initially pursue the former option. Later that same day, Renda telephoned FPL to request that an account for electric service to the 808 Building be opened in Globe's name. Gigi Marshall was the FPL representative to whom he spoke. She obtained from Renda the information FPL requires from an applicant for electric service. During his telephone conversation with Marshall, Renda mentioned, among other things, that Globe had been a tenant at the 808 Building since the previous year and that it was his understanding that FPL was going to discontinue electric service to the building because of the current customer's failure to timely pay its bills. Renda claimed that Globe was not in any way responsible for payment of these past-due bills. From an examination of FPL's computerized records (to which she had access from her work station), Marshall confirmed, while still on the telephone with Renda, that the 808 account was in arrears and that FPL had sent a disconnect notice to the current customer at the service address. Marshall believed that, under such circumstances, it would be imprudent to approve Globe's application for electric service without further investigation. She therefore ended her conversation with Renda by telling him that she would conduct such an investigation and then get back with him. After speaking with Renda, Marshall went to her supervisor, Carol Sue Ryan, for guidance and direction. Like Marshall, Ryan questioned whether Globe's application for service should be approved. She suggested that Marshall telephone Renda and advise him that FPL needed additional time to complete the investigation related to Globe's application. Some time after 12:30 p.m. on that same day (August 29, 1994), Marshall followed Ryan's suggestion and telephoned Renda. Ryan was on the line when Marshall spoke with Renda and she participated in the conversation. Among the things Ryan told Renda was that a meter reader would be dispatched to the 808 Building the following day to read the meter so that the information gleaned from such a reading would be available in the event that Globe's application for service was approved. At no time did either Marshall or Ryan indicate to Renda that Globe's application was, or would be, approved. Ryan referred Globe's application to Larry Johnson of FPL's Collection Department, who, in turn, brought the matter to the attention of Thomas Eichas, an FPL fraud investigator. After completing his investigation of the matter, which included an examination of the Broward County property tax rolls (which revealed that Southern owned the 808 Building), as well a search of the records relating to Globe, HDC and Southern maintained by the Division of Corporations, Eichas determined that Globe's application for service should be denied on the basis of the "prior indebtedness rule." Eichas informed Johnson of his decision and instructed him to act accordingly. Electric service to the 808 Building was terminated on September 6, 1994. As of that date, the 808 account had a past-due balance that was still in excess of $2,000.00. Although he conducted his business activities primarily from his home following the termination of electric service to the 808 Building, Hemmerle continued to have access to the building until March of 1995 (as did Renda). 3/ During this period, Hemmerle still had office equipment in the building and he went there on almost a daily basis to see if any mail had been delivered for him. It was his intention to again actively conduct business from his office in the building if electric service to the building was restored. Hemmerle (and the corporations on whose behalf he acted) therefore would have benefited had there been such a restoration of service. After discovering that electric service to the 808 Building had been terminated, Renda telephoned FPL to inquire about the application for service he had made on behalf of Globe. He was advised that, unless FPL was paid the more than $2,000.00 it was owed for electric service previously supplied to the building, service to the building would not be restored in Globe's name. Thereafter, Renda, on behalf of Globe, telephoned the PSC and complained about FPL's refusal to approve Globe's application for service. FPL responded to the complaint in writing. In its response, it explained why it had refused to approve the application. On or about November 15, 1994, the Chief of PSC's Bureau of Complaint Resolution sent Renda a letter which read as follows: The staff has completed its review of your complaint concerning Florida Power & Light's (FPL) refusal to establish service in the name of Globe Realty, Inc. at the above- referenced location. Our review indicates that FPL appears to have complied with all applicable Commission Rules in refusing to establish service. Our review of the customer billing history indicates that the past-due balance is for service at this location and not attributable to the judgment against Mr. Hemmerle for service at another location. The interlocking directorships of Globe International Realty & Mortgage, Inc. and Hemmerle Development, Inc. suggest that the request to establish service in the name of Globe Realty is an artifice to avoid payment of the outstanding balance and not a result of any change in the use or occupancy of the building. Thus, FPL's refusal to establish service is in compliance with Rule 25-6.105(8)(a), Florida Administrative Code. Please note that this determination is subject to further review by the Florida Public Service Commission. You have the right to request an informal conference pursuant to Rule 25-22.032(4), Florida Administrative Code. Should that conference fail to resolve the matter, the staff will make a recommenda- tion to the Commissioners for decision. If you are dissatisfied with the Commission decision, you may request a formal Administrative hearing pursuant to Section 120.57(1), Florida Statutes. After receiving this letter, Renda, on behalf of Globe, requested an informal conference. The informal conference was held on November 30, 1994. At the informal conference, the parties explained their respective positions on the matter in dispute. No resolution, however, was reached. Adopting the recommendation of its staff, the PSC, in an order issued January 31, 1995, preliminarily held that there was no merit to Globe's complaint that FPL acted improperly in refusing to provide electric service to the 808 Building pursuant to Globe's request. Thereafter, Renda, on behalf of Globe, requested a formal Section 120.57 hearing on the matter.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is hereby RECOMMENDED that the PSC enter a final order dismissing Globe's complaint that FPL acted improperly in refusing to provide electric service to the 808 Building pursuant to Globe's request. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 4th day of December, 1995. STUART M. LERNER 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 4th day of December, 1995.
Findings Of Fact The Respondent, at all times material to the Administrative Complaint in this proceeding, was a land surveyor licensed by the State of Florida, having been issued license number 1305. The Respondent is also a licensed professional engineer and a licensed architect. The Petitioner is an agency of the State of Florida charged under Chapter 472, Florida Statutes, and appurtenant rules with the licensure and regulation of licensure status of land surveyors in Florida and the regulation and enforcement of their practice methods and standards. The Board of Land Surveyors published "Minimum Standards for Land Surveyors (Rule 21HH-6) effective September 1, 1951. The Respondent was unaware of the promulgation of those minimum standards. The Respondent had not attended meetings of the "Manasota" Chapter of the Florida Society of Professional Land Surveyors at which those standards were discussed and a checklist for the standards was distributed. On August 24, 1982, the Respondent prepared a land survey of a part of Lot 306, Overbrook Gardens, in Sarasota County. The survey was submitted to the Sarasota County Building Department in connection with an application for a building permit pertaining to that real property, filed on August 26, 1982. The offenses charged are alleged violations of the minimum standards with respect to that survey. The Respondent's client had delivered to him a survey prepared by Lemonde Surveying, Inc., of Port Charlotte, Florida, which was prepared on February 28, 1980. That survey contained a metes and bounds land description. The client engaged the Respondent to survey the same parcel of land with that description and provide a survey drawing to be used in conjunction with an application for the subject building permit. The survey gas not certified by the Respondent in accordance with minimum standards. The Respondent admitted this and it was undisputed that the signature and seal of fixed on the survey complied with the legal requirements enforced before the adoption of the abovementoned minimum standards, of which the Respondent was unaware. The Respondent admitted to failure to refer to all sources of information upon which the survey was predicated. The Respondent used a legal description from a previous survey provided him by Darrell Newell, the contractor who was agent for the owner of the property. The survey the Respondent submitted to the building department only showed the name of the owner. The older survey submitted by the Respondent's client was his only source of information in this regard. The parties stipulated that the allegation regarding failure to show measured distances to the nearest intersection was incorrect and that indeed the Respondent had shown the distance to the nearest intersection. The Respondent failed to show the location of a telephone company underground terminal pedestal and an abandoned wire fence of unstated dimensions which is outside the surveyed property near the north and east boundaries. The fence does not encroach on the surveyed property at all. The telephone terminal pedestal is approximately one foot or less in height, located just inside the northerly boundary of the property, approximately midway between the two northerly corners. The telephone terminal was not visible at the time of the survey due to high grass, weeds, and undergrowth covering the property when the fieldwork was conducted by the Respondent's survey party chief. The triangular parcel of property involved was located with reference to an established, identifiable real property corner. All three corners were monumented prior to the survey by the Respondent, so that the location of boundaries near the abandoned, partial, non-encroaching fence could be established with reasonable certainty. On September 15, 1932, personnel of the county building department charged with the responsibility of issuing the building permit for the property requested advice with regard to the efficacy of Respondent's survey from Mr. Emerson, the County Surveyor, who testified for the Petitioner. Mr. Emerson spoke with the Respondent by phone and mailed him copies of the "minimum standards" and the "Surveyor's Checklist" of the Manasota Chapter of the Florida Society of Professional Land Surveyors, which relates to those minimum standards in the rule cited below. The Respondent then promptly and voluntarily prepared a new survey which fully complied with those minimum standards which he had at that point first become aware of, and the building permit was duly issued to the Respondent's client. The Respondent's client's interests were not shown to be prejudiced and the complaint to the Board of Land Surveyors did not emanate from the Respondent's client, but rather from Mr. Emerson of-the county building department, who did not bother to consult the Respondent or obtain his explanation prior to lodging the complaint with the Board. The survey originally submitted to the Sarasota Count Building Department would have been adequate support for the issuance of the building permit before adoption of the minimum standards. The survey was shown to be totally adequate in terms of its substance and reflection of technical surveying competence, as opposed to the particular format prescribed by the minimum standards. This is the first disciplinary action ever taken against the. Respondent as a land surveyor licensee, and the Respondent's practice of his profession has always been characterized by a high degree of technical competence and professional integrity.
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 the Respondent, William J. Lindh, be accorded the penalty of a private, written reprimand for violation of Rule 21HH-6.03(1) and (6),,Florida Administrative Code, and Section 472.033(1)(g) , Florida Statutes (1951) , and that the Administrative Complaint, in all other respects, be dismissed. DONE ADD ENTERED this 31st day of October, 1983, in Tallahassee, Florida. P. MICHAEL RUFF, 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 31st day of October, 1983. COPIES FURNISHED: Theodore R. Gay, Esquire Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 Charles J Cheves, Esquire Cheves & Rapkin 341 West Venice Avenue Venice, Florida 33595 Allen R. Smith, Jr., Executive Director Board of Land Surveyors Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 Fred M. Roche, Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 ================================================================= AGENCY FINAL ORDER ================================================================= STATE OF FLORIDA DEPARTMENT OF PROFESSIONAL REGULATION BOARD OF LAND SURVEYORS DEPARTMENT OF PROFESSIONAL REGULATION, Petitioner, CASE NO.: 83-512 vs. LICENSE NO: 1308 WILLIAM J. LINDH, Respondent. /
Findings Of Fact On July 20, 1987, a DOT sign inspector observed a sign owned by Respondent along U.S. 19 near the intersection of Evans Road in Pinellas County which appeared to be on the DOT right-of-way along U.S. 19. The right-of-way along U.S. 19 at this location extends 100 feet east and west of the centerline of U.S. 19 and 50 feet from the edge of the pavement of U.S. 19. The measured distance from the edge of pavement to the sign was 39 feet, thus placing the sign 11 feet inside the right of way. Generally the line of power poles along U.S. 19 marks the DOT right-of- way; however, this is not necessarily true, particularly when additional right- of-way is acquired. One photograph of the sign (Exhibit 2), taken a short distance from the sign by the DOT sign inspector, would indicate part of the sign is inside the line of power poles. Another photograh (Exhibit 4), taken by Respondent from a greater distance from the signs, would indicate the sign is outside the line of power poles. The check list (Exhibit 3), prepared by the DOT sign inspector at the time the sign was cited, does not reveal the location of the sign with respect to the right-of-way, yet the inspector testified to the measurements in finding no. 2 above.
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 for determination is whether Respondent committed the offenses set forth in the administrative complaint, and, if so, what action should be taken.
Findings Of Fact At all times material hereto, John William Renner (Respondent) was licensed as a land surveyor in the State of Florida, having been issued license number LS 0004739. Respondent has been a licensed land surveyor since July 13, 1989. The minimum technical standards for surveys are set forth in Rule 21HH- 6, Florida Administrative Code, (Rule) of the Board of Professional Surveyors and Mappers (Petitioner). The Rule sets forth minimum standards which are expected and required of all surveyors. No deviation from the required minimum standards are permitted. A surveyor must first satisfy the minimum technical standards before applying community standards of local custom to a survey. On or about March 30, 1992, Respondent performed a survey of a lot described as: Lot 13, Block 1, Plat I of Sky Lake, according to the plat recorded in Plat Book 39, Pages 133-134, as recorded in the public records of Palm Beach County, Florida. Different surveyors, examining Respondent's survey, would have differing opinions regarding his survey. However, no deviation from the required minimum technical standards is permitted. As part of Petitioner's investigation of Respondent's alleged violations of the Rule, Petitioner requested a copy of the original survey. Respondent had misplaced the original and never complied with Petitioner's request. Petitioner obtained the original survey from the title company. The survey was certified by Respondent with his signature and seal. It is undisputed that Respondent's product is a boundary survey. However, he failed to state on the survey the type of survey that the certified drawing represents. The subdivision in which the Lot is located is platted. The boundary survey plats the Lot. Since the filing of the administrative complaint against him, Respondent has become aware that his surveys must identify the type of survey that his certified drawings represent. Respondent made field notes during the preparation of the survey. Field notes are records of observations and measurements made in the field and support the survey. Also, as part of its investigation, Petitioner requested a copy of Respondent's field notes which contained the measurements that he had made in the field. Respondent could not locate his field notes and was, therefore, unable to produce them; but agreed to produce the field notes when he located them. Respondent failed to maintain his field notes. Prior to hearing, through discovery, Respondent informed Petitioner that he had located his field notes but again failed to produce them to Petitioner. Finally, at hearing, approximately two years after Petitioner's investigative request, Respondent produced his field notes. Respondent's boundary survey provides, among other things, that the "Bearings Are Based On Plat." The plat is not a line; it is a document. Respondent failed to provide the well-established line upon which the bearings are based. Groups of lots within a platted subdivision are controlled by permanent control points (PCP) and permanent reference markers (PRM). The PRMs define the boundaries of a subdivision. The distance between the PCPs is referred to as a record distance which is shown on the subdivision plat of record. After a surveyor locates the PCPs and the PRMs, the surveyor measures the distance from PCP to PCP and from PRM to PRM. The measured distance in the field is compared with the recorded distance. Rarely are the recorded distance and the measured distance the same. In a discrepancy, with the acceptable margin of error, each lot between the PCPs receives its proportionate share of the measurement. Respondent's field notes indicate that he measured from PCP to PCP. However, there is no indication on the survey that he made the measurement. Respondent failed to show on the survey drawing the discrepancy between the recorded distance and the measured distance in the field. The discrepancy is four-hundreths of a foot, which is not significant in and of itself, but is important because the discrepancy adds more that 600 feet to the PCP. The plat of the subdivision indicates a 180 foot wide canal right of way along the west property line of the Lot. It is undisputed that Respondent failed to show the canal right of way on his survey drawing. Respondent's survey drawing indicates a fence along the north property line of the Lot. Nevertheless, it is undisputed that Respondent's dimensions are inadequate and insufficient to show the distance from the fence to the property line, i.e., the proximity of the fence to the property line. Also, Respondent's survey drawing shows three squares drawn along the south side of the residence on the Lot, showing concrete improvements. Even though Respondent's field notes indicate measurements for the squares, his survey drawing fails to identify the squares, as to what they represent, and fails to show their dimensions. As a result, no determination can be made as to whether the concrete improvements may affect property value. A surveyor is given some latitude as to whether a concrete improvement is fixed and pertinent to the survey, and, therefore, deference is given to the surveyor's judgment. Respondent's survey drawing indicates that the concrete improvements are not fixed and not pertinent to the survey. Appearing on Respondent's survey drawing are the three abbreviations BM, C. B. S., and CL, with the C and L intersecting. These abbreviations are not generally used by the public. BM and C. B. S. are not shown in the legend. Even though the abbreviation CL is in the legend, the C and L are not intersecting. A finding is made that the abbreviation CL, with the C and L intersecting, is not included in the survey's legend. Respondent's survey indicates the basis for elevations, referencing that "Elevations Based on County BM CL Old Boynton", with the C and L intersecting. BM is the abbreviation for benchmark. The survey did not describe the benchmark, identify the county or provide the published elevation. Referenced elevations must be based on an established benchmark. If a benchmark is referenced, its description should be sufficient to locate the benchmark and use it. Respondent's benchmark description fails to provide a basis for locating the benchmark or determining its elevation. In June 1992, after attending a minimum technical standards seminar, Respondent responded to allegations made by a Mr. Dennis Painter regarding the survey. 1/ In his response, Respondent agreed with some of the allegations, and, as a result, Respondent indicated that he made the appropriate revisions to the survey. No evidence was presented at hearing regarding the nature of Mr. Painter's allegations, so there was no opportunity to examine Respondent's responses as they relate to the allegations made.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Board of Professional Surveyors and Mappers enter a final order: Reprimanding Respondent; Imposing a $500 administrative fine; and Placing Respondent on probation for one (1) year under terms and conditions deemed appropriate by the Board. DONE AND ENTERED this 7th day of February, 1997, in Tallahassee, Florida. ERROL H. POWELL 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 7th day of February, 1997.
