The Issue Whether permits for two public at-grade railroad crossings should be granted.
Findings Of Fact By application the Agrico Chemical Company seeks permits to open two public at-grade railroad crossings by constructing a spur track between the Seaboard Coastline Railroad and Agrico Railroad beginning 1,868 feet south of Seaboard Coastline Mile Post SVC 851 at Agrock, Florida. The application involves opening two public at-grade rail highway crossings by new rail line construction. The local popular name of the road is Fort Green Road and Payne Creek Road. Two tracks were constructed less than two years ago so that the Seaboard Coastline Railroad could come off their main line and come into Agrico and pick up loaded or unloaded cars for transportation to the south, north and west. Agrico now desires to construct a track which more directly ties into what they term their Payne Creek trackage to the southeast. The new crossings would come straight across the Seaboard Coastline mainline into the Fort Green trackage. Agrico would have to spend less time on Seaboard Coastline trackage and the plan is to erect electric signal crossings whereas there are no electric signal crossings in the area at the present time. Such signalization would render the crossings less hazardous. The Petitioner Agrico will pay for the signalization at both crossings. Signalization consists of bells and signal lights. The Seaboard Coastline Railroad will maintain the crossings and signalization at the expense of the Petitioner Agrico. There are twelve trains per day. The Respondent Seaboard Coastline Railroad was not represented at the hearing, but a letter was introduced stating that "Seaboard Coastline will indicate no objections to these crossings when the appropriate public hearing is scheduled". The Respondent Department of Transportation reviewed the subject application and expressed the desire of the district railroad committee that Agrico Chemical Company pay for the installation of flashing lights and that the installation would conform to the manual on uniform traffic control devices pertaining to signalized railroad crossings. It also stated that in the interest of good safety practices, no buildings should be constructed or plantings made that would prevent good sight distance at the crossing. Additionally, the Respondent Department of Transportation suggested that the railroad crossings be maintained by "other than the Department of Transportation". The Hearing Officer further finds: The application for new railroad trackage is in the interest of the Petitioner Agrico Chemical Company and is in the interest of the public using the two railroad crossings. Signalization as planned will increase the safety of vehicular traffic.
The Issue Whether the Florida Department of Transportation should issue a permit for the installation of a public at-grade railroad crossing in the vicinity of the Georgia, Southern and Florida Railroad track, 1,027 feet North of Milepost 214 on the alignment of Baya Avenue, East of Lake City, Florida.
Findings Of Fact Having heard the testimony of witnesses for the petitioner and the arguments of counsel and those witnesses appearing for the Department of Transportation on the issues and considering the evidence presented in this cause, it is found as follows: Petitioner, Florida Department of Transportation, is duly authorized to establish and maintain a primary system of highways within the boundaries of the State of Florida. The Petitioner has heretofore filed an application with the appropriate division of the Department of Transportation of the State of Florida pursuant to Chapter 330.21 Florida Statutes, for Permission to establish a graded railroad crossing for Baya Avenue (U.S. 90) within the city limits of Lake City, Florida on the state primary highway system proposed to intersect the Respondent Railroad's tracks approximately 1,027 feet North of Milepost 214 of the Georgia, Southern and Florida Railroad. The Respondent Railroad Company did not appear although the record shows that Notice of Hearing was properly given and that plans of the project and proposed signalization were duly sent by letter dated October 8, 1975. There was uncontroverted testimony by Mr. Terry Crews, Assistant District Utilities Engineer for the Petitioner that Mr. R. A. Kelso, Chief Engineer, Design and Construction, Southern Railway System had discussed a portion of the project by telephone with Mr. Crews and no objections were raised. No letters of objection were filed. The Petitioner is in the process of constructing a new four-lane vehicular thoroughfare. This construction is necessary in the rerouting of vehicular traffic through Lake City, Florida (U.S. 90). As a part of this construction it is necessary to cross the railroad and State Road 100 which lie adjacent to each other. It will be a four-lane divided highway with a painted median, with curbs and gutters in the vicinity of the crossing. At the time of construction, the railroad will consist of single-line trackage that carries two (2) trains per day at speeds of approximately 20 miles per hour. It is estimated that approximately 20,000 vehicles per day will use this facility by 1984. Studies conducted by Department of Transportation personnel reveal that the crossing should be signalized with cantilevered flashing lights, ringing bells and pavement markings in accordance with the Manual on Uniform Traffic Control Devices. This signalization should be interconnected with vehicle traffic signalization located at State Road 100 to control vehicular traffic at the highway crossing as well as the railroad crossing. The applicant agrees to install and maintain such signalization. The Hearing officer further finds: The proposed crossing is necessary and desirable; The signalization is adequate as planned, to protect the public; The Petitioner needs the crossing; The Respondent has not opposed the crossing; The Petitioner, Florida Department of Transportation, will Install and maintain the crossing.
The Issue Whether there should be a closing of a public-at-grade rail/highway crossing and removal of roadway in the vicinity of seaboard Coast Line Railroad Company's Crossing Number 622963-n and whether there should be improvements on Seaboard Coast Line Railroad Company Crossing Number 622964-v, Mile Post 825.15.
Findings Of Fact The Town of Davenport applied for a closing of a public-at-grade rail/highway crossing and roadway removal at the railroad crossing on North Boulevard in the Town of Davenport. Abandonment of the street was conditioned upon the improvement of Magnolia Street from Highway 17-92 on the east and running west to State Road 547. A public hearing was requested by the applicant. The following stipulation was entered into: "The Town of Davenport made application to close a crossing within the incorporated limits after the City officially closed a street in the Town of Davenport known as North Boulevard. The portion of the street that was officially closed by the City and abandoned includes a railroad crossing known as the Seaboard Coast Line railroad tracks. As a result of the closing other routes must he used by vehicles including the crossing on Magnolia Street in the Town of Davenport. Improvements have been made to the Magnolia Street crossing by the railroad. The Respondent, Florida Department of Transportation, agreed to assist in the installation of Type 3, Class 4, municipal design active signalization devices which consist of side mounted flashing lights, bells, and gates on the Magnolia Street crossing. The Town of Davenport agreed to furnish ten (10) percent of the monies necessary to install said signalization when the crossing comes within the program. The Town of Davenport has also agreed to share in a 50/50 basis the maintenance cost with the Seaboard Coast Line Railioad Company which would amount to approximately $400 a year. Consistent with this agreement the Respondent Florida Department of Transportation agrees that there is no need for the existing crossing and a permit for the closing is agreed to be granted for the closing on North Boulevard."
Recommendation Grant permit for closing. DONE and ORDERED this 10th day of May, 1977, in Tallahassee Florida. DELPHENE C. STRICKLAND Hearing Officer Division of Administrative Hearings The Carlton Building Room 530 Tallahassee, Florida 32394 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 10th day of May, 1977. COPIES FURNISHED: James T. Joiner, Esquire Post Office Box 761 Winter Haven, Florida 33880 Philip S. Bennett, Esquire Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 Eugene Buzard, Esquire Seaboard Coast Line Railroad 500 Water Street Jacksonville, Florida 32202
The Issue The issue for consideration in this case is whether the at- grade railroad crossing over the CSX railroad tracks located at Mottie Road in Gibsonton should be closed.
Findings Of Fact At all times pertinent to the issues herein, the Respondent, CSX Transportation, Inc. operated a railroad running generally north and south through the city of Gibsonton, located in Hillsborough County, Florida. The Department of Transportation is the state agency responsible for the licensing and permitting of at-grade railroad crossings located on the public roads of this state. The Petitioner, Concerned Citizens of Gibsonton Area, Inc. is a private citizens group whose purpose is the betterment of living conditions in the community. The at-grade crossing in issue is located where Mottie Road crosses the CSX tracks in Gibsonton. On January 26, 1996, CSX submitted an application to the Department to close the Mottie Road crossing. That crossing was one of three crossings proposed for closing. Pursuant to the requirements of the Department, a public hearing was conducted on the closings at which the railroad presented its proposal and affected citizens were given an opportunity to submit matters in opposition to the closings. On April 25, 1996, after a review of the matters submitted by the applicant and by the public at the hearing held for that purpose, the Department issued the instant Intent to Issue permit. There is only one track at the Mottie Road crossing. Mottie Road is paved and is approximately twenty feet wide at the crossing. It supports an average daily traffic of approximately 434 vehicles per day. It is, primarily, a rather short residential street though it does carry some commercial traffic. It runs east and west. One end of Mottie Road ends where it intersects with Roosevelt Road on the east and the other ends at US Highway 41 just west of the crossing. The crossing has no active signal, but motorists are advised of the crossing by cross-bucks at each side. Nundy Avenue is the east-west roadway just north of Mottie Road. Whereas Mottie Road runs for only several blocks, Nundy Avenue runs from Lula Street, a north-south street west of US Highway 41, east to its intersection with East Bay Road, almost out to Interstate Highway 75. Nundy Avenue is the first east-west thoroughfare south of Gibsonton Drive, which intersects with Interstate Highway 75 to the east of town. It is primarily a two lane residential road. The Gibsonton shopping area is located primarily on Gibsonton Drive east of US Highway 41. The crossing at Nundy Avenue is presently guarded by cantilever flashing lights. These lights are scheduled to be upgraded to flashing lights and gates sometime during 1997. The average daily traffic count on Nundy Avenue is 2,948 vehicles, including 21 school busses. Nundy Avenue is rated for 5,000 vehicles per day. It can handle without difficulty any through traffic diverted from Mottie Road by virtue of the proposed closing of the crossing. Petitioners object to the closing of the Mottie Road crossing for several reasons, the primary of which is safety. According to Operation Life Saver, a non-profit organization, eighty percent of car/train accidents are due to driver error - stupidly driving across the tracks. Mr. Johnson, a member of the Petitioner and its spokesman at the hearing, contends that closure of the Mottie Road crossing will stop the crossings but it will also increase traffic at other crossings which will increase driver frustration. Mr. Johnson notes that the wreck of a 100 car train at the crossing at Pennsylvania Street, just south of the Alafia River not far north of town, would block traffic down through the Nundy Avenue crossing, but would not block the Mottie Road crossing. In the event Mottie Road were closed, however, that same wreck would cause an increase in emergency response time by eight to ten minutes. This could result in elderly people residing on Mottie Road who need life support having no way to get out in the event Roosevelt Road were also blocked by an accident. The likelihood of this combination of events is remote. The closest emergency medical service facility is located at the fire station on Gibsonton Drive. If that one was blocked due to a closing of Mottie and Roosevelt, the next closest facility is in Riverview, north of the Alafia River, or at Apollo Beach, six or seven miles south on US Highway 41. Mr. Johnson contends that safety is not the real reason CSX wants to close the crossing at Mottie Road. He claims the purpose is to save CSX money. No evidence was produced to support that contention however. Mr. Johnson also questions the accuracy of the traffic counts and the other statistics weighed by the Department in its evaluation of the application. The crossings were evaluated in the summer months when the population of Gibsonton is approximately 7,000 people. In the winter months of December through early March, the population doubles to almost 14,000 people, he claims. A large segment of this increase is due to the winter influx of carnival people who have large trucks and show equipment which requires a larger turning radius than a semi-trailer. As many as thirty large rigs come and go in that area each season. He asserts that Nundy Avenue is dangerous for trucks to use because the ditch banks beside the road are narrow and deep. Turning onto Mottie Road is easy. Turning onto Nundy Avenue is not. Again, no evidence was presented in support of this contention. Another objection to the closing of Mottie Road is raised by Robert A. Wood, a senior deacon at the neighborhood church. He contends that the closing will interfere with business in the church located at the corner of Church Street and Payne Avenue, currently accessible to a large portion of the congregation who come to church through Mottie Road. Echoing the concern of Mr. Johnson, Mr. Wood cites the occurrence of an accident at Nundy Avenue and Roosevelt Road, and contends that such an accident would make it impossible for people to get out if Mottie Road were blocked. Mr. Wood also notes that the railroad bridge over the Alafia River is low and is opened three or four times a day. When trains are stopped south of the bridge because of this, they block all crossings north of Mottie Road. Mr. Wood opines that Nundy Avenue could not handle the extra traffic caused by the closure of Mottie Road without substantial additional modification of its intersection with US Highway 41. Though Mr. Wood is a retired engineer, he has no expertise in traffic management, and his opinions are based primarily on common sense as opposed to engineering practice. A substantial wave of objection to the closure by the residents in the area has been reduced to writing and submitted to the Department and to CSX though it was not presented at hearing. According to Mrs. Martha J. Johnson, vice-president of Concerned Citizens, these concerns were memorialized and furnished to Mr. Webb who was the Department’s point man at the time. Whereas the Department has been responsive, however, the railroad has not. Ms. Johnson is of the opinion that had CSX been more responsive to the community’s expressed concerns, the matter could have been discussed and resolved in an alternative manner. The controversy has come about because of CSX’s attempts to conform to the goals of the Federal Railroad Administration’s stated goal of closing twenty-five percent of all at-grade crossings by the year 2,000. In 1973, the federal Highway Safety Act emphasized crossing accidents and mandated the identification of hazardous crossings to be corrected or closed. The Act provided money to the states to fix or close these crossings, but these funds are not unlimited. From 1973 to the mid-1990’s the fatality rate dropped by fifty percent as a result of these efforts, but now appears to have leveled off. This has led to the conclusion that lights and gates are not the whole answer. Crossings have to be converted to overpasses or closed. Mottie Road is not active enough a road to justify an overpass, and in addition, the physical layout of the area will not support an overpass. As a result, the logical solution is closure. A legislative study done in 1994 revealed that there is an excessive number of crossings and recommended closing some of them. The instant closing proposal is a part of that effort. It costs the railroad approximately $800 per year to maintain this crossing. If signals were installed, (flashing lights), the yearly maintenance cost would increase to $1,500, and the installation of the lights and gates would cost an initial $100,000 to 150,000. Mr. Wollenzein, the railroad’s public projects engineer, looks at several hundred crossings per year from the standpoint of number of vehicles, speed of vehicles, type of vehicles, train traffic, train speed and the distance of one crossing to the next closest crossing. In the instant case, the vehicular traffic amounts to slightly under 500 vehicles per day, and there are five trains per day through the crossing each way. Trains are limited to a maximum speed of 40 mph through the crossings. In Mr. Wollenzein’s opinion, safety of rail and vehicular traffic would be enhanced if this crossing were closed. Closure would be the absolute prohibition of traffic through the crossing and without traffic, there can be no accidents. He drove the area and concluded there were several practical alternative routes which would compensate for the closing of the Mottie Road crossing. Though he cannot be certain closure would not interfere with emergency vehicle service, he does not believe it would. The fire department is located on Gibsonton Drive, east of US 41, co-existing with the EMS facility. Support for the closing also comes from Jack Webb, formerly with the Department and now a transportation engineer employed by the Texas Transportation Institute. Ninety percent of his work deals with railroads and crossing devices, tying those signals into the traffic system. Mr. Webb looked at the Mottie Road crossing site on several occasions, the first time being in September 1995 when some Department employees were evaluating potential closure sites. The Department decision to permit closure was made only after a thorough study of the site and public hearings to afford the public an opportunity to submit matters relating to the proposed action. When the Department contemplates closing an existing crossing, it considers alternate access, traffic, warning devices and the like. Based on the information he was able to gather on this crossing, Mr. Webb concluded there was a viable alternative to the crossing at Mottie Road; the one at Nundy Avenue. The Mottie Road crossing is a timber crossing which is in fair condition. There was no significant rust on the rails nor cracking of the timbers. There was, however, some minor cracking with wear on the timbers. Nundy Avenue, he opines, can handle from four to five thousand vehicles per day, and in his opinion, closing Mottie Road would not overtax Nundy Avenue. Mr. Webb also calculated the additional response times which would be occasioned by closing Mottie Road. According to his figures, EMS support from the Gibsonton Drive fire station would come off Nundy Avenue. Police response time to a critical point on US Highway 41 just east of the crossing on Mottie Road was 1.5 additional minutes from the south, and 45 seconds from the north. A critical point is that point in the neighborhood where additional response time would be the longest. Mr. Webb also checked with EMS, the fire department and the police about response times. The Hillsborough County Sheriff’s Department estimated that closure of the Mottie Road crossing might slow up their response times slightly from the south but not when coming from other directions. A fire department official opined that additional response time from the Gibsonton and Riverview stations would be nil, and that there would be an additional three to four minutes to come from Summerfield. EMS officials at the Gibsonton station indicated closure would have no impact upon their operation. The EMS official at the central dispatch office indicated the potential for detriment to their operations would be low even from the other stations. Mottie Road is not on a school bus route and bus transportation was not likely to be affected. At the public hearing on this matter some objections were voiced. As a result, the Department reevaluated all 3 crossings proposed for closing. On two of the three, valid arguments against closure were propounded, but neither related to Mottie Road. In the case of Mottie Road, the railroad agreed to construct a pedestrian crossing there even if the vehicle crossing were closed. The Department also considered the issue of turning radii for trucks as encouraged by the public comment. After visiting the site on several different occasions, and measuring the turning radius availability for trucks with fifty feet between axles, Department officials identified but one problem area located at the intersection of Nundy Avenue and Roosevelt Road, and as a result, indicated that the Department would widen the road there to accommodate the trucks’ turning radii without the need to acquire additional property. The Department also found that there is a shopping center on US Highway 41 about one-half mile south of Mottie Road. The Post office is located there as well, but closing Mottie Road would not have any major impact on access to that facility. Based on all the above, Mr. Webb concluded that closure was appropriate. It is so found.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Department of Transportation enter a Final Order granting permission to CSX Transportation, Inc., to close the at grade vehicular crossing over its track at Mottie Road in Gibsonton, subject to the railroad’s agreement to maintain a pedestrian crossing there and to upgrade the vehicular crossing at Nundy Avenue. DONE and ENTERED this 5th day of June, 1997, in Tallahassee, Florida. ARNOLD H. POLLOCK 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) 921-6947 Filed with the Clerk of the Division of Administrative Hearings this 5th day of June, 1997. COPIES FURNISHED: Albert S. Johnson Qualified Representative Jeanie Johnson Second Vice President Concerned Citizens of Gibsonton Area, Inc. Post Office Box 1304 Gibsonton, Florida 33534 Steven H. Shook, Esquire CSX Transportation, Inc. Law Department, J - 150 500 Water Street Jacksonville, Florida 32202 Charles G. Gardner, Esquire Department of Transportation Mail Station 58 605 Suwannee Station Tallahassee, Florida 32399-0450 Ben G. Watts, Secretary Department of Transportation Attention: Diedre Grubbs Mail Street 58 605 Suwannee Street, Suite 535 Tallahassee, Florida 32399-0450 Pamela Leslie General Counsel Department of Transportation 605 Suwannee Street Tallahassee, Florida 32399-0450
The Issue Whether a permit should be granted by the Florida Department of Transportation for a public-at-grade crossing in the vicinity of Section 55000- 6607, State Road (Laurel Oak Drive) Leon County, Parcel 1 (XS0-H) SCL Railroad MP SPA-809.
Findings Of Fact A railroad grade crossing application was submitted by Henry G. Hanson, County Engineer, Leon County, Florida, for a public-at-grade rail highway opening by new roadway construction. The crossing location is in the unincorporated municipality of Woodville, Florida. The local popular name of the street is Laurel Oak Drive. The railroad company is Seaboard Coastline Railroad and the mile post distance and direction is 1,5534 ft. south of SPA- 809. The application stated that "Prior to construction the Board of County Commissioners will adopt the necessary resolutions for the maintenance of the crossing." The cost estimate as indicated on the application was $20,000.00. The application arose as a result of a proposed low cost or rent subsidy type housing development which is proposed to be constructed in the Woodville area in southern Leon County, Florida. The proposed subdivision is to be called "Woodlands" an area which lies west of the street called Tallahassee Street. Between Tallahasse and the proposed subdivision runs the Seaboard Coastline railroad. The subject land is presently owned by a group of people for whom Mr. John Butler is a representative. The proposed subdivision is a cooperative effort by the landowners represented by Mr. Butler, the Tallahassee Housing Authority represented by Mr. Calvin 0gburn and the Department of Community Affairs, State of Florida. Leon County is involved inasmuch as the subdivision as proposed would be dedicated to Leon County, Florida, whereby Leon County would take over maintenance and ownership of the roadways including that portion of the roadway crossing the railroad. The application for the subject crossing was made by Leon County as the ultimate owner of the crossing. At the date of this hearing there is no subdivision but plans for a subdivision have been submitted. The plans are for a low cost housing which was described as houses that would cost between 20 and 23 thousand dollars ($20,000-$23,000) including the cost of the lot and would be approximately 900 to 1000 square feet. The proposal is for 53 lots each within an approximate 75 foot frontage. The Department of Community Affairs administers the rural land fund which is a 2.5 million dollar fund to provide lost cost lots. This department lends money to local governments, housing authorities or small communities and rural areas to buy land and to cause it to be developed as in the subject cause. The position of the Department of Community Affairs is to approve or deny a loan to the Tallahassee Housing Authority. A plat of the proposed subdivision was submitted to the Department of Community Affairs as part of their application for $199,000.00 which would be used to buy the land and developed it. There is no access to the land on which the proposed subdivision would be built except at the proposed site for the subject crossing. The 75 foot lots would cost approximately $3,760.00 each. There are two trains per day on unscheduled runs using the subject railroad tracks. The estimation is that there would be between 300 to 350 vehicles per day using the crossing. The speed of the train is approximately 25 miles per hour. The two lane rural road with 6 foot shoulders as proposed would cross the railroad track. The recommendations of the District Safety Engineer for the Third District employed by the Respondent, Florida Department of Transportation, is that a type 3 installation is required. The installation is roadside flashing lights with bells. A representative of the railroad read the following statement from Mr. Tom Hutchinson, Vice President of Maintenance of Seaboard Coastline Railroad, "It will be the railroad's position in this application that there arc no objection to what is proposed with the provision that automatic warning devices are installed and maintained at the expense of the applicant and with further conditions that any changes or alterations or improvements of the cost will be borne by the applicant." The Hearing Officer further finds: That if the proposed subdivision is in fact built and homes sold there would be a need for the proposed railroad crossing. That there would be a need for the proposed railroad crossing prior to the completion of the subdivision inasmuch as there would be a large amount of traffic during the construction of this subdivision. Leon County would maintain the crossing. The safety devices as recommended by the Florida Department of Transportation which is flashing lights and ringing bells is necessary for the safety of those traveling to and from the proposed subdivision. A simple cross buck would be inadequate for the safety of those living or working in the proposed subdivision.
Recommendation Grant the permit upon approval of the project. DONE and ORDERED this 5th day of October, 1977, in Tallahassee, Florida. DELPHENE C. STRICKLAND Hearing Officer Division of Administrative Hearings The Carlton Building Room 530 Tallahassee, Florida 32304 (904) 488-9675 COPIES FURNISHED: Philip S. Bennett, Esquire Florida Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 Earl O. Black, Esquire County Engineer's Office Leon County Courthouse Tallahassee, Florida 32304 Henry G. Hanson, County Engineer Leon County Courthouse Tallahassee, Florida 32304 Mr. G. S. Burleson, Sr,, P.E. Assistant State Utility Engineer (RRs) Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 Eugene R. Buzard, Esquire Seaboard Coastline Railroad 500 Water Street Jacksonville, Florida 32202
The Issue Whether a permit should be granted for an at-grade crossing in the vicinity of Live Oak, Perry and South Georgia Railway Company Mile Post 1688 feet east of Mile Post 40.
Findings Of Fact Proper notice was given the parties and the hearing was delayed for thirty (30) minutes after time of notice in the event that the Respondent desired to make an appearance but was unavoidably detained. State Road 20 was relocated so that the subject crossing is necessary to the straightening and the realignment of the existing road. The average daily traffic is estimated to be 3,600 for the year 1976 and to be 4,800 in ten (10) years. The railroad is a single line trackage and is shown by the inventory to carry four (4) trains per day at 10 m.p.h. The tracks serve a local paper mill in Foley, Florida. An agreement has been worked out between the Department of Transportation and the Respondent railroad. The agreement provides for the protection and signalization at the location of the subject crossing and provides for the funding of the project. The prior or present crossing in this vicinity on State Road 20 will be open and in operation approximately 600 feet from the proposed crossing. Both crossings will have flashing lights and the existing crossing will carry primarily local traffic coming out of the county grade road. The new crossing will bear most of the traffic. The Respondent railroad is in agreement with the opening of the crossing; the Department of Transportation is in agreement that the additional crossing be permitted; the parties agree that the signalization shall be cantilevered flashing lights.
Recommendation Grant the permit to open the crossing. DONE and ORDERED this 12th day of February, 1976. DELPHENE C. STRICKLAND Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 COPIES FURNISHED: Philip S. Bennett, Esquire Office of Legal Operations Department of Transportation Haydon Burns Building Tallahassee, Florida 32304 Mr. R. A. Kelso, Chief Engineer Design & Construction Southern Railway Company (Live Oak, Perry and South Georgia Railway Company) 99 Spring Street, South West Atlanta, Georgia 30303
The Issue Whether a permit should be granted for an at-grade crossing in the vicinity of Seaboard Coast Line Railroad Company Mile Post AX-973, 480 feet south of said mile post.
Findings Of Fact There is being constructed in Lee County, Florida, a roadway known as the Six Mile Parkway and also known as the Ortiz Loop Road. This roadway is a four lane divided highway with two 24 foot sections separated by a 40 foot median strip constituted of grass. The speed limit at the proposed railroad crossing is 55 mph. The average daily traffic is estimated to be 6,000 cars by the year 1978 and 18,000 cars by the year 1985. The railroad is a single tract facility, which carries three trains per week and six trips. These trains are freight trains with a speed limit of 35 mph at the proposed crossing. The trains average 30 cars per train, and primarily haul limerock and "stump wood". If a local mine, which is in operation, should increase production, the average number of trips per week could increase to 10 trains. Trains that travel on this track at this time, travel between the hours of 9:00 A.M. and 5:00 P.M., on a daily basis, but are not more particularly scheduled. It is contemplated that the cost of the installation of the railroad crossing with safety devices and the maintenance of this railroad crossing is to be paid for by Lee County, Florida. Lee County, through their expert witness, John Walter Ebner, P.E., testified that they would propose a type II, grade crossing with four lanes, the same width as the highway, with the identical pavement and a grass median of similar width as the highway. The safety device proposed by the applicant, Lee County, Florida, is a train activated flashing lights and bells device with cantilevered signalization. The Applicant does not feel control gates would be necessary at the present, considering the traffic volume of automobiles and trains. The Department of Transportation and the Seaboard Coast Line Railroad agree with the proposal of the Applicant, with the exception of feeling that automatic train gates should be installed from the inception of the construction of the railroad crossing. The Applicant is additionally concerned about the economics of the installation of a train activated device with automatic train gates. The concern is that the cost will be an additional $20,000 above their recommended safety device. The official statement of agreement to the construction of the at-grade crossing is found in the Resolution of the Board of County Commissioners of Lee County, Florida which was offered as an exhibit by the Applicant in the course of the hearing. That exhibit is Applicant's Exhibit #1. There was no offering of testimony or further statement by members of the general public or other parties.
Recommendation It is recommended that the permit be granted, to open the subject crossing, utilizing the safety equipment proposed by the Applicant, with the addition of the installation of automatic gates. DONE and ENTERED this 14th day of April, 1976, in Tallahassee, Florida. CHARLES C. ADAMS, Hearing Officer Division of Administrative Hearings Room 530, Carlton Building Tallahassee, Florida 32304 (904) 488-9675 COPIES FURNISHED: Phillip S. Bennett, Esquire Office of Legal Operation Department of Transportation 605 Suwannee Street Tallahassee, Florida 32304 James T. Humphrey, Esquire Post Office Box 398 Fort Myers, Florida 33902 Marvin R. Herring Train Master Seaboard Coastline Railroad 1102 New Tampa Highway Lakeland, Florida 33801
The Issue By its Motion to Dismiss, Plant City raised the question of the jurisdiction and authority of the Department of Transportation to close a railroad crossing on its own initiative. In short, Plant City argued that under the Home Rule Provisions of the Constitution of the State of Florida and Chapter 375, Florida Statutes, Plant City had authority to regulate railroad crossings and was the only entity which could initiate the closing of a crossing within the city's corporate limits. The Department of Transportation and Seaboard Coast Line Railroad Company argued that Section 330.12, Florida Statutes, gave the Department authority to regulate the opening and closing of railroad crossings, and that this authority to open and close crossings anywhere in the state was exclusive. While it was argued that the Department had the authority to initiate such an action on its own initiative without a request from a local government or a railroad, this is not an issue based on the facts presented because the Seaboard Coast Line Railroad Company initiated the action to close the railroad crossings in question. The Motion to Dismiss was denied on the basis that the Department of Transportation and Plant City had joint authority to regulate railroad crossings in the city; however, the Department had exclusive authority to open and close railroad crossings in the state under Section 338.12(3), Florida Statutes. The remaining issue relates to a factual determination of whether the crossings in question should be closed. It was held that these determinations should be made in light of the criteria for closing railroad crossings and opening crossings as stated in Rule 14-46.03(a) and (b), Florida Administrative Code. The rule for closing a crossing states that a crossing is a candidate for closing if it does not have active grade crossing devices, has a traffic count of less than 1,000 vehicles per day, and has an access read to an adjacent crossing; however, closing should not be considered if it would increase the traffic on the adjacent crossing to the capacity level, or if the adjacent crossing is already at the capacity level. In addition, the criteria for opening a crossing are necessity, convenience, and safety of rail and vehicular traffic.
Findings Of Fact Gordon Street Crossing The traffic count on the Gordon Street Crossing was taken on several occasions. The highest one-day count recorded was 732 crossings, while the lowest number of crossings for one day was 200. Traffic across this crossing is less than 1,000 crossings per day. The Gordon Street Crossing lacks active grade crossing devices. The most accessible crossing adjacent to the Gordon Street Crossing is located 340 feet west at Warnell Street. Warnell Street is accessible from Gordon Street north of the railroad track via Baker Street and Reynolds Street, a paired one-way system. Warnell Street is accessible from Gordon Street south of the railroad track via Jenkins Street. The next crossing east of Gordon Street is Maryland Avenue, located 1,345 feet to the east. It is accessible north of the railroad track on the Reynolds/Baker Street system, and south of the railroad track on Jenkins Street. The highest traffic count recorded on the Maryland Avenue Crossing for a 24-hour period was 2,784 crossings. This is well below the capacity of this crossing, which is signalized with flashing lights and gates. The highest count recorded on the Warnell Street Crossing was 1,700 crossings in a 24-hour period. This is also well below the maximum traffic count which this crossing can handle. The Warnell Street Crossing has no active signaling devices at this time. Closing of the Gordon Street Crossing would not deny access to any real property, and therefore maintaining the crossing is not necessary to the use and enjoyment of any real property by its owner. Public safety would be enhanced only slightly by the elimination of the Gordon Street Crossing. Most of the benefit of closing this crossing would be derived from the shift of traffic from the Gordon Street Crossing to the signalized Maryland Avenue Crossing. However, the Warnell Street Crossing, which is not signalized and is only 230 feet east, will probably receive the majority of the diverted traffic. This will negate to a degree the benefit of the closing. The inconvenience to the public from closing the Gordon Street Crossing will be minimal because of the Warnell Street route which is very close at hand. Thomas Street Crossing The traffic count on the Thomas Street Crossing was taken on several occasions. The highest one-day count recorded was 640 crossings, while the lowest was 113 crossings. Traffic over the crossing was less than 1,000 vehicles per day. The Thomas Street Crossing is located in the very center of Plant City and is signalized with flashing lights without gates. There are several crossings which provide alternatives to the Thomas Street Crossing. Moving to the east, the next four streets cross the railroad track: Wheeler Street, 230 feet away; Evens Street, 510 feet away; Collins Street, 780 feet away; and Palmer Street, 1,060 feet away. To the west there are two crossings: Walker Street, 270 feet away; and Howard Street, 800 feet away. North of the railroad track these crossings may be reached by the Baker/Reynolds Street paired one-way system or by Mahoney Street, a two-way street. To the south of the railroad track the crossings may be reached on South Drane/Arden Mays. The Thomas Street Crossing is the only one of these crossings which dead-ends immediately south of the railroad track. The highest traffic count recorded on Wheeler Street in one day was 11,760 crossings. The highest count recorded on Walker Street in one day was 1,237 crossings. Traffic capacity at either crossing immediately adjacent to the Thomas Street Crossing would not be pushed to or beyond its designed capacity by the closing of the Thomas Street Crossing. Tie closing of the Thomas Street Crossing would not deny access to any real property, and therefore maintaining the crossing is not necessary to the use and enjoyment of any real property by its owner. The accessibility to multiple alternative crossings east and west of the Thomas Street Crossing would prevent any substantial inconvenience to the public, particularly in light of the fact that the Thomas Street Crossing is the only one of these crossings which is not a through street south of the railroad track. Public safety would be only minimally enhanced by the elimination of this crossing because of the close proximity of the remaining crossings. While it is argued that elimination of any crossing reduces the risk of an auto/train collision, it is the act of crossing the track that creates the risk. The closing of this crossing will not affect the number of crossings but only divert the traffic. The benefit of greater distance between the remaining crossings is nullified by the number of crossings existing so closely to both the east and west of the Thomas Street Crossing. Davis Street Crossing The traffic count on the Davis Street Crossing was taken on several occasions. The highest traffic count recorded was 1,700 cars per day, and the lowest 486. On one other occasion it exceeded 1,000 cars per 24-hour period by 39 crossings. It had a five-day average of 856.4 crossings. The Davis Street Crossing does not have active grade crossing devices. The closest alternative crossing is Howard Street, located east 1,190 feet. The next alternative crossing to the west is Alexander Street, 2,100 feet away. The Howard Street Crossing and the Alexander Street Crossing can be reached south of the railroad track on Haines Street. The Howard Street Crossing can be reached north of the railroad track on the Bakers Reynolds Street paired one-way system or on Mahoney Street. Although north of the railroad track one can travel west from Davis Street to Alexander Street, the routes can only be described as circuitous. Reynolds Street is one-way the wrong way, Mahoney Street is not a through street west of Carey Street, and Baker Street begins to run northwest at Carey Street. The highest traffic count recorded on the Howard Street Crossing was 1,030 crossings per day. The highest traffic count recorded on the Alexander Street Crossing was 18,288 per day. Traffic capacity at either crossing immediately adjacent to the Thomas Street Crossing would not be pushed to or beyond its designed capacity by closing of the Davis Street Crossing. Closing of the Davis Street Crossing would not deny access to any real property, and therefore maintaining the crossing is not necessary to the use and enjoyment of any real property by its owner. Public safety would be enhanced only slightly by the closure of the Davis Street Crossing because of the remaining multiple crossings. The small benefit to public safety would be primarily from the diversion of traffic to the Alexander Street Crossing which is fully signalized with flashing lights and gates. The Davis Street Crossing is essentially flat with good visibility afforded to both train and vehicular traffic. Train traffic would be traveling at reduced speed at the Davis Street Crossing, having entered the city limits of Plant City. Convenience of the public would be adversely affected by the closing of the Davis Street Crossing. The crossing in question carries on some days more than 1,000 cars per day. The average daily traffic count (ADTC) of 856 crossings exceeds that of Howard Street (450 ADTC) and Walker Street (529 ADTC), both of which would be retained. The distances to the alternative crossings are greater than the distances to alternative crossings of the other crossings proposed for closing. The lack of accessibility is compounded north of the railroad track by the lack of through streets running east and west. As pointed out at hearing, the area immediately south of the Davis Street Crossing is primarily a black neighborhood, while the area immediately north is predominantly white. The principal recreational facilities are located northwest of the Davis Street Crossing. Closing this crossing would create a physical barrier between these neighborhoods and residents and limit accessibility of the recreational facilities in the northwest area of town. The police chief testified that closure of the Davis Street Crossing would make transfers of vehicles between the southwest and northwest parts of town more difficult. The fire chief pointed out that the area along Haines Street between Davis Street and Alexander Street immediately south of the railroad track is an industrialized area containing large warehouses. In fighting a fire in this area, a crossing at each end of the area would be helpful. Three alternative routes of travel between the southwest and northwest areas are possible if the Davis Street Crossing were closed. Using the map, Exhibit 10, which lacks any scale reference, the street distances between the center of the southwest area to the hospital (H) and recreational facilities (A & P) were measured. Alternative I was via Howard Street. Alternative II was via Alsobrook Street and Alexander Street, and Alternative III was via Haines Street and Alexander Street. The following measurements were taken from the dot (.) in the intersection of Ball Street and the third street west of Franklin Street, which is unlabeled: A P H Alternative I 17.0" 17.75" 20.0" Alternative II 15.5 15.50 13.5 Alternative III 14.5 14.50 13.5 Warnell Street 12.5 13.50 16.0 The existing crossing clearly provides the shortest distance to the recreational facilities, which is a prime concern to persons in the southwest section of town. Alternative III would require traffic to detour through an industrialized area of town, and Alternatives I and II are circuitous.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law the Hearing Officer recommends that the agency head enter a final order closing the Gordon Street and Thomas Street Crossings and leaving the Davis Street Crossing open. DONE and ORDERED this 25th day of August, 1980, 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 G. Gardner, Esquire Department of Transportation Haydon Burns Building Tallahassee, Florida 32301 Ronae B. Keiser, Esquire Seaboard Coast Line Railroad Company 500 Water Street Jacksonville, Florida 32202 Paul S. Buchman, Esquire Buckman Building 212 North Collins Street Post Office Box 5 Plant City, Florida 33566 ================================================================= AGENCY FINAL ORDER ================================================================= STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION and SEABOARD COAST LINE RAILROAD COMPANY, Petitioners, vs. CASE NO. 79-663T 79-964T PLANT CITY, 79-1910T Respondent. /
The Issue Whether the at-grade crossing in the vicinity of Lincoln Avenue and Florida East Coast Railway Company Mile Post 104 + 172' in Ormond Beach, Florida should be closed.
Findings Of Fact By application the Florida East Coast Railway Company seeks a permit to close an existing at-grade public railroad crossing located in Volusia County, Florida, at Florida East Coast Railway Company Mile Post 104 + 172' in the vicinity of Lincoln Avenue. There exists a standard cross buck sign or fixed sign at the subject crossing and there is a vehicular stop sign on each side of the crossing. There is a total of sixteen freight rail movements and a total of two local freight rail movements crossing each day. In addition to these scheduled moves there are a few unscheduled movements such as work trains. The speed limit for this area is 35 m.p.h. A 24-hour traffic survey was set up on Lincoln Avenue just west of the railroad-tracks where the number of vehicles counted was 567. The 24-hour period started at 11:00 a.m. on November 18, 1975, and continued until 11:00 a.m. on November 19, 1975. There is no sight problem from south to north but from north to south there is a curve that bears to the right coming into Lincoln Avenue which gives a railroad sight problem. For vehicles there is a sight problem going from west to east, but no sight problem going from east to west. There have been four documented accidents at the crossing: one in 1962, one in 1965, and two in 1973. There has been expansion of the city to the areas particularly west of the railroad tracks and north of the crossing at State Road Lincoln Avenue is the only crossing between State Road 40 and State Road 5A. It is approximately 1.5 miles. There is a need for a railroad crossing in the area as an alternate to the crossing on State Road 40. The railroad suggests bells, flashing lights and gates, in the event this application to close is not permitted. The Department of Transportation recommends flashing lights and bells, suggesting that gates would be better, but such signalization adequate. The City did not recommend a type of signalization but did recommend that the permit to close be denied. The Hearing Officer further finds: The permit should be denied inasmuch as there is a need for the crossing; The crossing should be signalized to make it less hazardess; Signalization without gates is adequate.
Findings Of Fact Sebastian has applied for a Department permit to open a public at-grade crossing of the Railway's right-of-way near Mile Post 218 + 146'. The proposed Stratton Avenue crossing of the railroad track is part of a planned eastward extension of Barber Street and Stratton Avenue. If completed, this extension will provide a new arterial road connecting the southeast interior section of Sebastian with U.S. Highway 1. (Stip.; P-2 (d); R-1) The proposed Stratton Avenue crossing will have an 80 foot right-of-way and eventually accommodate four lanes. During the permitting process, its alignment has been modified to provide for greater vehicular sight distance. Although the proposed Stratton Avenue extension does not cross the tracks at right angles, which would provide maximum sighting of oncoming trains, it is likely that further improvements in alignment can be made. Nevertheless, the alignment, as proposed, complies with standard engineering criteria contained in the "Manual of Uniform Minimum Standards for Design, Construction, and Maintenance for Streets and Highways." (P-2 (d); Testimony of Adair) The alignment of the proposed crossing would allow for a 45 mile-per- hour speed limit. Twenty-four trains currently pass this section of track each day. The train speed limit is 65 miles-per-hour. (R-2) The proposed crossing will be provided with cross-bucks, gates, and flashers. The parties have stipulated that Sebastian will install, at its own expense, active grade crossing traffic control devices meeting the criteria of Rule 14-46.03(3), Florida Administrative Code. (Stipulation) Applications to open public at-grade crossings are measured by three criteria: convenience, safety of rail and vehicle traffic, and necessity. Existing routes must first be utilized when practicable. Damage to a railway's operation and safety must be considered. And when estimated traffic approaches 30,000 vehicles a day on main line tracks, the applicant must perform a cost- benefit analysis to determine if grade separation is warranted. See, Section 14-46.03(2)(a), Fla. Admin. Code. II. CRITERION 1: CONVENIENCE The proposed Stratton Avenue crossing would be convenient and provide several advantages to residents of Sebastian. (A map showing the location of the proposed crossing is attached for easy reference.) Improved Access to Hurricane Shelter. Sebastian Elementary School has recently been built at the intersection of Schumann Drive and south Barber Street. (Stratton Avenue will connect Barber Street with U.S. 1.) This school serves as a hurricane or civil defense fallout shelter for Sebastian and northern Indian River County. The proposed Stratton Avenue extension would provide an additional access route and facilitate evacuation of residents from U.S. 1 to the shelter. (TR-53-55) Improved Access to Sebastian Elementary School. The new school serves students located throughout the northern part of Indian River County. Currently, 42 school buses transport students to and from the school using Powerline Road (a dirt road unsatisfactory for bus traffic) and Schumann Drive (a road which traverses a residential neighborhood). A majority of these buses would use the proposed Stratton Avenue extension since it would be paved and would avoid built-up residential neighborhoods. The latter advantage may be short-lived, however, because Stratton Avenue will traverse a residential area which will eventually be developed. The Stratton Avenue extension would also benefit parents who bus their children to school because it would provide a new access road from U.S. 1. The School Board of Indian River County supports the Stratton Avenue extension and crossing because of the increased access provided to school buses and parents. (Testimony of Solin, Tipton, R-1, P-4) Improved Fire and Police Access to the Elementary School and South Sebastian. The proposed Stratton Avenue extension, with crossing, will enhance fire, police, and emergency service access to the elementary school and residential areas of south Sebastian. Currently, fire and police vehicles reach the south and southwestern portions of the city by proceeding south one and three quarters miles on Schumann Drive (which is one and three quarters miles north of Stratton Avenue), then south on Barber Avenue to the residential areas. The Stratton Avenue extension would provide a shorter and more direct route so emergency vehicles could respond more quickly. (Testimony of Solin) Improved Access to U.S. 1 from South Sebastian Residential Areas. Residents living in south and southwest Sebastian would have improved access to U.S. 1 and coastal areas if the extension, with crossing, is built. Residents traveling east on Barber Street would have a shorter and mode direct route to U.S. 1 and the coast. Two county road improvements planned for completion during the next two years will, however, improve access to and from Sebastian Elementary School and U.S. 1. Powerline Road will be widened and paved; Schumann Drive will be extended to Wobaso Road, as shown on the attached map. 2/ III. CRITERION 2: SAFETY The design and alignment of the proposed crossing meets or exceeds all safety and engineering standards of the Department, and no party asserts otherwise. The design will allow clear, though not optimum, visibility by both vehicle and train traffic. (Testimony of Murray, Adair, Tipton; P-2 (d), R-1) The proposed crossing will, however, provide a new point for potential collision between trains and motor vehicles, with resulting property damage, injury, and loss of life. Currently, 24 of the Railway's trains pass the crossing site each day, with a permissible speed of 65 miles-per-hour. The proposed crossing will increase the potential for collision between motor vehicles and trains. (Testimony of Tipton; P-16) The frequency and seriousness of grade-crossing accidents are cause for concern. In 1978, there were 1,122 grade-crossing fatalities, nationwide. Between 1979 and 1983, there were 177 grade crossing accidents involving the Railway's trains; 18 people were killed and 66 injured. These accidents occurred despite the fact that the Railway's public crossings are equipped with gates, bells, and lights. (Testimony of Tipton) It is generally recognized that, assuming equal volumes of vehicular traffic, the potential for accidents is directly related to the number of crossings. (Testimony of Tipton; R-1) IV. CRITERION 3: NECESSITY Although completion of the proposed Stratton Avenue extension, with crossing, would benefit Sebastian residents, there is no genuine need or necessity for the extension. Existing roads and crossings, with minor improvements (many of which are already planned or underway) can safely and adequately accommodate existing vehicular traffic and traffic demands projected for the next five years. (Testimony of Tipton; R-1) The Railway contracted for an in-depth traffic engineering study to determine whether the proposed at-grade crossing is needed for transportation purposes. That study, which is credible and accepted as persuasive, concludes that the existing roads and crossings serving the area north and south of Stratton Avenue can, with minor improvements, safely and adequately accommodate traffic demands reasonably projected for the next five years. (R-1) In conducting the study, William E. Tipton, an expert traffic transportation engineer, collected and analyzed four kinds of data: 1) Population growth projected in the area of the proposed crossing within the next five years; 2) Traffic characteristics at intersections and crossings near the proposed crossing; 3) Daily traffic counts at those intersections; and 4) Roadway improvements planned for the near future. (R-1, Testimony of Tipton) Existing traffic on the nearby intersections was counted and adjusted to derive peak season and peak hour conditions. Applying standard capacity measurements, the study indicates that, currently, 52 percent of the existing capacity of State Road 510 is used during peak conditions; 20 percent of the capacity of 87th Street is used; and 26 percent of Vickers Road. It is apparent that these roads currently have excess capacity and are underutilized. As Mr. Tipton stated: "I could have laid down in the road for a while while we were out there counting traffic, because the traffic was that low." (TR-119; Testimony of Tipton; R-1) The impacts of traffic generated by additional residential development projects planned for completion during the next five years was then analyzed. Traffic from these particular developments, assumed to be 100 percent occupied, was then assigned to nearby roads and a critical movement analysis was performed for each intersection. Level of Service "D" is the design standard which is normally deemed acceptable for peak hour, peak season traffic conditions. With the following minor improvements, the nearby intersections can provide "D" service or better during the next five years, without construction of the Stratton Avenue extension and crossing: 1) installing a signal at the intersection of U. S. 1 and 510, which is already underway; 2) adding a right turn lane on the south leg of U.S. 1 at this same intersection; 3) installing a traffic signal at the intersection of U.S. 1 and Schumann Drive to allow a left turn-out; 4) adding a left turn lane on the south leg of State Road 5A at the intersection of 510 and 5A. (TR 122-123) The cost of the proposed Stratton Avenue extension will exceed, many times over, the cost of these relatively minor intersection improvements. (Testimony of Tipton; R-1) Although the south Sebastian area was extensively platted for residential development during the 1960s, it remains sparsely populated today. It is projected fifty percent "build-out" will occur in 15 years, and full "build-out" in 30 years. At some point in the future the proposed Stratton Avenue extension will, undoubtedly, be needed but it is reasonably certain that it will not be needed for transportation purposes for at least five years. (Testimony of Tipton) V. NO DAMAGE TO RAILWAY OPERATIONS AND NO NEED FOR A GRADE SEPARATION COST-BENEFIT ANALYSIS There is no evidence that the proposed extension and crossing will damage or interfere with operations of the Railway. Should the Stratton Avenue extension and crossing be built, it is estimated that traffic use will ultimately approach 31,830 vehicles, but this will not occur within 20 years, the period considered to be a reasonable planning cycle for road improvements. No cost-benefit analysis was performed by Sebastian (to determine whether a grade separation is required) because the traffic projections did not approach 30,000 within a 20-year period. Further, there is no evidence that either the Department or the Railway ever requested that such an analysis be done. The parties' prehearing stipulation fails to indicate that the requirement of a cost-benefit analysis is at issue.
Recommendation Based on the foregoing, it is RECOMMENDED: That Sebastian's application for a permit to open the Stratton Avenue at- grade public railroad crossing be denied, without prejudice to its right to reapply in the future should circumstances warrant it. DONE and ENTERED this 23rd day of November, 1983, in Tallahassee, Florida. R. L. CALEEN, JR. 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 23rd day of November, 1983.
